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HomeMy WebLinkAbout49219-Z aaf soulyOlo Town of Southold * * P.O. Box 1179 �0 53095 Main Rd UNTY Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46272 Date: 06/25/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 38015 Route 25 Orient, NY 11957 Sec/Block/Lot: 15.-2-15.7 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 03/29/2023 Pursuant to which Building Permit No. 49219 and dated: 05/09/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations including a front entry porch, rear deck, entry with canopy above, and an unfinished basement to existing single-family dwelling as applied for. This dwelling has 1 kitchen only. The certificate is issued to: QJSG Properties LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 49219 1/21/2025 PLUMBERS CERTIFICATION: J. Zee's Plumbing 4/29/2025 Aut o ' ed ignature TOWN OF SOUTHOLD ao ay�i BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "oy • o�� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49219 Date: 5/9/2023 Permission is hereby granted to: QJSG Properties LLC 333 Central Park W Apt 106 New York, NY 10026 To: construct additions and alterations to existing single-family dwelling as applied for. At premises located at: 38015 Route 25, Orient SCTM #473889 Sec/Block/Lot# 15.-2-15.7 Pursuant to application dated 3/29/2023 and approved by the Building Inspector. To expire on 111712024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,056.00 CO-ADDITION TO DWELLING $50.00 Total: $1,106.00 Building Inspector OF SO!/j�,ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 • Q Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: QJSG Properties LLC Address: 38015 Rt 25 city:Orient st: N zip: 11952 Building Permit#: 49219 Section: 15 Block: 2 Lot: 15.7 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Glens Electric License No: 4770ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Solar Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 28 Ceiling Fixtures 17 Bath Exhaust Fan 1 Service 3 ph Hot Water gas GFCI Recpt 1 Wall Fixtures 12 Smoke Detectors 1 Main Panel .200X2 A/C Condenser Single Recpt Recessed Fixtures 9 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan 2 Combo Smoke/CO 2 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 29 4'LED Exit Fixtures Sump Pump Other Equipment Notes: Service and Addition Inspector Signature: Date: January 21, 2025 S.Devlin-Cert Electrical CompliancoForm9) 00 gvFFot Town Hall Annex � Gym Telephone(631)765-1802 54375 Main Road P. O.Box 1179 cm Southold,NY 11971-0959 4 BUILDING DEPARTMENT J1 J U N 2 0 2025 TOWN OF SOUTHOLD Building Department Town of Southold CERTIFICATION qloDate: Ss Building Permit No. L'�9 Owner: NJ S 6- r Lo rJ f ►` L: (Please print) Plumber: - Z e e-rS 'W c-t" (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. .S 1r/ (Plumbers Signature) Sworn to before me this a VI YI� 200 n Notary Public, � �� County ` EVE L.GATZ-SCHWAMBO% NOTARY PUBLIC.STATE OF NEW YORK Registration No.OIGA6274028 Qualified in Suffolk County Commission Expires Dec.24,20 OZ0 1 a SOUTyo� 1411 2( S <124- ZI — # # TOWN OF SOUTHOLD BUILDING DEPT. ��y�OUrm� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: srr DATE INSPECTOR qho�aOF SOUjyolo ` # # TOWN OF SOUTHOLD BUILDING DEPT. `yCourm, 631-765-1802 INSPEC ION FOUNDATION 1ST [ UGH PLBG. [ ] OUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: an, DATE INSPECTO �o��pE SOUlyolo * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [wroUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ]' CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: VO4 - � lu DATE 3 INSPECTOR �o�aOF SOUIyo� # * TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECT ON [ ] F DATION 1ST [ RO PLBG. [ OUNDATION 2ND [ INSULATION/CAULKING [ Q FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RE 5ARKS: DATEq[IV'IVM INSPECTOR OF50UlyO� ��1 q �� is c 9D TOWN OF SOUTHOLDBUILDING DEFT. ^Ouffv, 631-765-1802 INSPECTION . [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [X`J ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �c,n n DATE INSPECTOR . A 1 OP SObTyo� TOWN OF SOUTHOLD BUILDING DEPT. . 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [. ] ROUGH PLBG. [ ],'FOUNDATION 2ND [ ] l LATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] .FIREPLACE & CHIMNEY [ -] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE.RESIST-ANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: 1 YAW Gzk, w\, ✓1,S v _ f J, 1Y DJW�� L4)Q4 to At DATE ww INSPECTOR OF SO(/TyO� U c r — PY # # TOIWN' O SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECT[ON [ - I FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ .] PRE.C/O [ ] RENTAL REMARKS: V DATE INSPECTOR. WEST CREEK PLAN DESIGN .l BUILD August 18, 2023 j D C-�TV1 ' f" Town of Southold Building Department I Town Hall Annex AUC '1`123 54375 Route 25 Southold, NY 11971 r;;��.�;; ;;.; t;,:Yr. RE: Addition and Alterations 38015 Main Road, Orient, NY SCTM # 1000-15.-02-15.7 Permit#49219 Building Department Enclosed in an amendment to Building Permit#49219 for additions and alterations at 38015 Main Road, Orient, NY. Proposed changes to the approved plan and permit as follows: 1. Elimination of proposed second floor loft including exterior balcony and spiral stair. 2. Elimination of 6' x 42' covered porch at North elevation. This will now be an uncovered 6' x 44' wood deck. 3. Eliminate Finished Basement. 4. New Breezeway and Annex additions as per enclosed revised plans. If you require additional information or have any questions, please contact me at 631-334-9205 or garyQwestcreekbuilders.com. Thank you in advance for your assistance. Sincerely, Gary Sreifeld West Creek Builders, LLC Agent for Applicant P.O. BOX 256, NEW SUFFOLK, NY 11956 TEL 631.334.9205 WEST CREEK PLAN I DESIGN I BUILD 38015 Main Road, Orient M �.. Additions &Alterations ' ID SCTM # 1000-15.-02-15.7 BP#49219 I-� AUG 2 2 2023 PROPOSED AMENDED PLAN BUILDING DEPT. A`s p��r S6bH,811�A—mo�andwwai9 rnot added o gedro�mm-tca t TGj1•�; i:1'cGL1Tis� Kitchen 1-Living Room 1-Dining Room �F1�FarnilQom or 1 _e� StuY°dy"�foffrce Bathrooms Open Basement/Utility Room Foyer Proposed Plan: Kitchen 1-Living Room 1-Dining Room Bathrooms Foyer 3-Bedrooms Existing System: 1,000 Gallon Tank—Capacity 3 Bedrooms (As per SCDHS Residential Standards) One (1) Leaching Pool 8' Dia. X 12' Deep (Groundwater>17')—Capacity 4 Bedrooms 06/10/04 Certificate of Sewage Disposal System by Installer 02/02/2009 SCDHS Final Approval R10-02-0102 P.O. BOX 256, NEW SUFFOLK, NY 11956 TEL 631.734.8416 FAX NO. Jun. 10 2004 09:14AM P1 ARTCO DRAINAGE CORP., P.O, BOX 1132 MArrITUCK, NEW YORK 11952 .(631)298-9660 s FAX(6,'1) 298-2291 Certificate of selvage dispose s;istem by Installer Health Dept Reference number Suffolk tax map#:Dist: Sect(s) Blk(-s) Lot s). Project name or Address: Guest House Subdivision Name&Lot# � Applicant's Name ep� Dasartption of system installed Septic Tank Volume(gallons)- 1000 Shape-rectangle Name of Precast manufacturer: Coastal Leaohing Pools Number of pools- 1 Diameter and.depth—8'x 12' Name of-Preeast manufacturer: Coastal Other Attach or sketch.below the:measure meats from building corners to the access covers of disposal system. A— I hereby certi fy that the subsurface sewage disposal sys-ern,described herein,has been installed by me in accordance with the plans and standards of the Suffolk County Depmtment of Reath Services:and is operational. 000 Jnstaller.Signature. Date _ 1-4. a Artce D:aina Corp 631 295-966 Consiimer.Affairs License Dumber`206W oso Y/ • a \ sff xLll�OE1'AL A' g�A y � emwlE �POO.XOIN@OET 00 KEY MAP SOP SCALE 1"=600' �O o SURVEY OF PROPERTY PRSPARRR'W? 4 tL,<Ib IaWo-l] -txe AMEUA )MDOZA 10' SITUATED AT ORIENT sA 9.sa1 '•] TOWN OF SOUTHOLD N phi•1 c SUFFOLK COUNTY, NEW YORK �Qq�X-^'q,;14� q$ S.C.TAX No. 1000-15-02-15.7 LEA' 1000-15-02-15.8 SCALE 1'=100' OLTOBEl 11.°P 2001 M01511BkT po:9W1 I0901 iUGIMIGIL.'3N6Y Im tE.]ml AY®92 n]p eqm YAY 14 l091/®LIPA SSOEIIr I - .AItC 19„AD2 1®-LM 6 CIFNtlM 4ksagm6+-�R 'G14 GI�M'JD R RT 1�FMQdi PUSS Ir 1 1 ttyff X _ i - R10901 1.= f SG--WP �♦)®1 19.9241 YLTtR C91611EImm PIMVEY R L91WfE a ' .PRL yL 990E IYU3 9Ni14Y APRYLE9 10.2m{A®YIFIL IIFA9191FNR IN.R.Lppl]L..S99]IPN]E IPiLL 91i9EY wp. ]otLL'1eL99EA s 1.1 X].9XSOX q 11 A'_ 6 7d t ICJ \\\ Reb Eta 9.m..i>'oL 4 I990 ,pc 0/a 4CAnL�210NCp Na-PItr9t91P! 1y�I'�1I1I 7 mY M 1.91£YA991S A9[9G091tm'10 MGYA 19A pARV Dmm ttmoo,nt AQ Sltltlll Mld• IR X�' i R o9snn mlran um AAE 4roiII.t191L - L TII9 IM 1bN Ip 16R AY0.1SSIe°19 YHP..rl�l 11E]R01.16e _ OWORAlNll9 AMD/gl DATA UrtNKi i]ql 0190ry L Rm0 LSL WUnu]ae T-01 n0m.90]tloE 9A1[tlV.Ib•.aMootT 9'A a1NL'ma e ap Su[.0�B.pS�gE�rlyeEiY 4¢teg0®a,m ' AO��4Y[IlomnOOp�i.�9"Irrto«�Fu I0.O't"''°�' X -e-A@Ao S SXo-R.Yt HOtO xms Ir A' Sn \OPG V t[R IXAII t 100E pqX —A ]i9GI,R.SIG NG 916b�RCIFO R Iklfa rAOY tYl-IDI1 nUm os mom®ro a 9u�Xm-roG nmuoE i�\. 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PICA®91 IUNR11114E TfliN 111E WMAL toNathan Taft Corwin pl � . OF ro Land Surveyor $'�• Me s..q.-Si6WY m_50.Rm9- C>oblaear LvYm • r[ PHONE(631)727-2090 F.(611)727-1727 k C VM=i L NQ AT RaE1Nc.IS19E55 'Lj 322 peuplo A.. PA.S.1911 4• ,c W W467 M Wd.N.Yak 11901 bx twatt pn Vk 11901-MM � P 38015 MAIN:ROAD,.ORIENT BP#492.19: WEST CREEK.BUILDERS. FOUNDATION - Page 1 of 9 38015 MAIN ROAD, ORIENT BP#49219 WEST CREEK BUILDERS :f l I r. ¢, u i e- re _ 5 a JJ 7° Page 2 of 9 38015 MAIN ROAD, ORIENT BP#49219 WEST CREEK BUILDERS bar M � ? s Ir zi Y � t� pw•+�+'c t mf lim. �r Gr ; b_ i Page 3 of 9 38015 MAIN ROAD, ORIENT BP#49219 WEST CREEK BUILDERS 14 ({ , ! § � w/ . � y� < I g / I � Page 4 of 9 �0 I } a m`P k # f` Gar � y � � ' f Page of • 38015 MAIN ROAD, ORIENT BP#49219 WEST CREEK BUILDERS i { 441 y IL` --------------- i r Page 6 of 9 • 38015 MAIN ROAD, ORIENT BP#49219 WEST CREEK BUILDERS FRAMING STRAPPING Page 7 of 9 f Y f f IT NOW. r v �° • 38015 MAIN ROAD, ORIENT BP#49219 WEST CREEK BUILDERS IVA h i r Page 9 of 9 38015 MAIN ROAD, ORIENT BP#49219 �YEST CREEK BUILDERS PLUMBING Page 1 of 7 38015 MAIN ROAD, ORIENT BP#49219 VEST CREEK BUILDERS } r jz- {e Page 2 of 7 38015 MAIN ROAD, ORIENT BP#49219 WEST CREEK BUILDERS M �,s R f k- t } f Y Page 3 of 7 38015 MAIN ROAD, ORIENT BP#49219 VV.FST CREEK BUILDERS _pp kf Tj L f €t<C r+� ry ru. ro f C r Page 4 of 7 38015 MAIN ROAD, ORIENT BP#49219 WEST CREEK BUILDERS » C .�. . . . 3. . . w + d . - \� Page 5 of 7 38015 MAIN ROAD, ORIENT BP#49219 WEST CREEK BUILDERS I fts'.. ' � S Y t 5 'a j. K Page 6 of 7 38015 MAIN ROAD, ORIENT BP#49219 VVFST CREEK BUILDERS 14 x Page 7 of 7 WEST CREEK �IJ PLAN I DESIGN I BUILD D E C E 38015 Main Road, Orient J U N 2 0 2025 1j Permit #49219 Building Department Town of Southold 38015 Certificate of Occupancy • Blower Door Test • Plumber Lead Certificate • Insulation Certificate • Electric Certificate • Fire Protection of Floors — Mineral Wool Photos • VF Placard P.O. BOX 256, NEW SUFFOLK, NY 11956 TEL 631.734.8416 38015 MAIN ROAD, ORIENT BP#49219 WEST CREEK BUILDERS FOUNDATION ANNEX Page 1 of 9 38015 MAIN ROAD, ORIENT BP#49219 WEST CREEK BUILDERS t: y q Y' r •i` p4. I - .... T r. w Page 2 of 9 ✓: s a' ` a v yl ,. S OW is �, w :1 Is ' s •. . . , • • r t {I Ni ffsN� �� '• a. ti WY +x�y a kl A►'i' � ♦t 38015 MAIN ROAD, ORIENT BP#49219 WEST CREEK BUILDERS 44 �r i t• • w, Page 5 of 9 38015 MAIN ROAD, ORIENT BP#49219 WEST CREEK BUILDERS .' a 4 41 Y£ g , r y t ' �a Page 6 of 9 W <• a� ey _ -TI o 38015 MAIN ROAD, ORIENT BP#49219 WEST CREEK BUILDERS 5 , 1. V A �t �.„�z���Y+d�#' e � `+� �t� afw x b ,%z iy 4- 1 `. a i�� i Via, 1 +rq pr 1' Page 8 of 9 O } 38015 MAIN ROAD, ORIENT BP#49219 WFiST CREEK BUILDERS STRAPPING ANNEX Page 1 of 7 38015 MAIN ROAD, ORIENT BP #49219 WEST CREEK BUILDERS I I kk T: k W,-' r 1 _ Page 2 of 7 38015 MAIN ROAD, ORIENT BP#49219 WkST CREEK BUILDERS Page 3 of 7 -• • s e- y i T 1 yy z * tiM . 38015 MAIN ROAD ORIENT WEST CREEK BUILDERS �� ,gib, .. .- — �� � � •. �f� ` g 38015 MAIN ROAD, ORIENT BP#49219 WEST CREEK BUILDERS ` €" own { b nY � a t / Y $J' IIW ♦ S ' tM�l! w 3 a j i rt � w Page 6 of 7 3g-015 MAIN ROAD, ORIENT BP#49219 A-ST CREEK BUILDERS Y i x d t e F4.., •�iy t1',A � It� d� C a i 3 6 9 y T Page 7 of 7 \I 38015 MAIN ROAD, ORIENT BP#49219 *J EST CREEK BUILDERS E n D LI (1 J UN 2 0 2025 Building Department Town of Southold BASEMENT MINERAL WOOL CEILING INSULATION FIRE PROTECTION Page 1 of 3 38015 MAIN ROAD, ORIENT BP#49219 WEST CREEK BUILDERS N 2 0 2025 ing Department Tl n of Sauthold t r w r *• nwr.-. ,.. ram, ..�' �'+ vx Page 2 of 3 15 MAIN ZEST CREEK BUDILDERS ORIENT BP#49219 P C E E J U N 2 0 2025 ena►tment '� x old y may, N , ;e a Page 3 of 3 t ? 015 MAIN ROAD, ORIENT BP#49219 -ST CREEK BUILDERS I JUN 2 0 2025 Building Department Town of Southold TRUSS PLACARD Page 1 of 2 015 MAIN ROAD, ORIENT BP#49219 JEST CREEK BUILDERS EC VE JUN 2 0 2025 Building Department Town Of SOuthold ti. w (_DELTA' 06LTq! 4 ti 1 6,CIE5 Page 2 of 2 ECE � M � . J U N 2 0 2025 NEW Y.ORK (BUILDING TE C H'N O L O GY +� G R'OUP Suilding Department Town of Southold Affidavit Of 2020 NYECCC Compliance Date: 5/8/2025 Inspection Address: 38015 Main Road Annex,Orient, NY 11957 This is to Certify that on 5/7/2025 the above address has been tested in-accordance with the provisions of the 2020 ECCC of New York State Building Standards and Codes: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with RESNET/ICC 380 and meets the minimum standard of: 3ACH50 Conditioned Floor Area: 1097 Blower Door Test Result: 656. Conditioned Volume: 30826 1 Leakage in ACH50: I ff 1.28 402.4.1.2 2020 ECCC Compliance: PASS wc 403.2.2 Duct Sealing: (Duct Blaster Test)The Building'duct and plenum system has been tested by post construction test in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152, and meets the minimum requirement of: <4 cfm25pa per 100 Ft2 of conditioned floor area. System 1: Bsmt Leakage CFM@25: . Exempt. Supply R-value: 4.2 IReturn R-value 4.2 System 2: Leakage CFM@25: Supply R-value: IReturn R-value System 3: Leakage CFM@25: Supply.R-value: Return.R-value Total Combined Leakage: Exempt CFM@25 Leakage Limit: I 43.88 CFM@25 EXCEPTION -All ductwork.and air handler is located within the building thermal envelope 403.3.3-2 2020 ECCC Compliance: T PASS Mechanical Ventilation: As Tested: 115 Required: 34 M1507:Compliance I Pass Combustion.Safety Testing: See Attached.Report Insulation and Thermal Bypass: Not Inspected HERS QA Provider: Signature of Certified RESNET HERS Rater.: Performance.Systems Development 124 Brindley Street,Ithaca NY 14850 Provider ID#:1998-072 acca a a Cert catlon #3587347 607-277-6240 Notice of independent Status.As per the requirements the 2020 Building Code of NYS, New York Building Technology Group Inc.and/or:it's:Inspectors(Raters)are not and shall not be owned,controlled by,or have.shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159'Route 25A, Bldg 1 Suite B, Miller Place, NY' 11764 Telephone: 631495 0289 Fax: 631509 4538 Email: NYBTGTB@gmail.corn C WE k,.w New)'] ew)' r uilding Technology Group j 9 Rt.25A, Bldg. 1 Suite B NEW PORK IBUiLDlNG ,JUN Z O 2025 Miller Place, NY11953 ® r E C U ` Y GNOfIP Tel.(631)495-0289 Fax(631)389-2808 Combustion Safety TestintiFO)MDepartment Town of Southold Certified Home Address: 38015 Main Road-Annex Only City: Orient Multi-Unit Bldg,ID: Multi-Unit Unit ID: Builder Name: West Creek Builders Builder Tracking#: Combustion Appliance Zone(CAZ)# 1 of 1 Location of this CAZ: Insulated Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 05/07/2025 Outdoors Temp During Test: 57 OF CAZ Depressurization ( ote.Net Change=Test Pressure-Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test?Yes No X Net Change: 0 pa. If Yes,Total CFM.Simulated (explain in notes) NOTES: rimary_Yes x No 3'ypg:Furnace Boiler Heat Pump x Other eating System Efftcienc Fuel TypeZ Yenting_Typ Draft Spillage Spillage CO CO Pascal (Worst Case (Natural) (Worst Case (Natural) g:11.o HSPF N P O EX N V M S X, NIA Pa. Pass X Fail Pass X Fail NIA PPM NIA PPM Rrimaryi Yes X Typ-gL Standard Tank x Indirect_Tankless_ Size: so Style4 Common Vent 0. Water Heater No_ Instantaneous_Commercial_(See Note 5 belaw) (Gallons) Stand Alone 12 Efftciencxs uel Type YentingJyd D"A Spi&9f SR&99 im M Pascal (Worst Case atural (Worst Case (Natural) EF: .92 N P O E.X N M S X NIA Pa Pass X Fail Pass X Faii NIA PPM NIA PPM Oven Oven is Electric or No Oven Exists ® Oven Range hood Vented to Outside Yes_ No Oven CO NIA PPM Ambient CO(During Oven CO Testing) NIA PPM -'Reating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2Fuel Type. N=Natural Gas P=Propane O=Oil E=Electric 3Venting Type: N=Natural/Atmospheric V=Natural/Atmospheric PLUS Vent Damper M=Mechanically Assisted S=Sealed(Two Pipe) NOTE•• If the Venting Type selected is M,no.Draft testis required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances re fardless of Venting Type,if the exhaust vent is accessible. 4Water Heater S le: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE, If Water Heater.Type is"Commercial'and the unit is 99.gallons or.less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Tom.Baccarella Rater Number: 3587347 Rater Signature: a Date: May 08, 2025 1h brm 90106 O1CST Form 2011 FOR 2011 USE ONLY Corresponds to BHI -2011 Envelope Leakage Test T--E-C1' T4sting Company: Technician: THE ENERGY CONSERVATORY Name: New York Building.Technology Group Name: Netaniah Kingston Address: 159 Rt 25a Credentials: RFIN XSQIV5 West Bldg Suite B Email: netaniah@nybtg.com Miller Place, NY 11764 Phone:6314950289 E C E Q www.nybtg.com Building Information: Customer Information: J U N 2 0 2025 Project ID: 38015 Main Rd -Annex Only. Name: Address: 38015 Main'Road Address: Building Department Orient, New York 11957 Town of Southold Geo-Tag�Data: Latitude: 41.157359 Longitude:-7.2.256255 Timestamp: 2025-05-07 09:51:07 Measured Leakage:. 1.28 ACH50 Leakage Target: 3.00 ACH50 Compliance with Leakage Target: Pass Test ID: Multipoint Purpose of.Test: Envelope (IECC) Measured CFM50: 656.6 (+/- 0.8%) Effective Leakage Area: 38-.9 in Building Volume: 30;$26.0 ft3 Enclosure Surface Area: 0.0 ft2 Coefficient(C): 58.0 (+/- 5.7%) Exponent (n): 0.620 (+/- 0.016) Correlation Coefficient: 0.99967 Test Standard: ASTM E779 (single mode) Test Mode: Depressurize Test Characteristics: Pre Indoor Temp: 63 OF Post Indoor Temp: 67 OF Pre Outdoor Temp: 57-OF Post Outdoor Temp: 57 OF Altitude: -69.0 ft Time Average Period: 10 seconds Test Date and Time: 2025-05-07 09:52:40 900 — 800._. ..w 700 1-Depressurize - 600 500 - rn 400 m 300.. J D 200... _.. ..: . ...... . .. m . 100- 4 5. 6 7 8 910 20 30 40 50 60 7.0 Building Pressure(Pa) envelope Leakage Test Test Readings: Target (Pa), Bldg-(La). Adj Bldg(Pa), Fan (Pa) Flow (cfm), Config Baseline -0.1 -60.0 -59.5 -59.3 -154.4 736.9 Ring B -54.0 -53.8 -53.6 -137.8 696.6 Ring B -48.0 -48.4 -48.2 -122.0 655.8 Ring B -42.0 -42.2 -42.0 -100.9 596.7 Ring B -36.0 -36.2 -36.0 -84.0 545.0 Ring B -30.0 -30.0 -29.7 -64.1 476.7 Ring B -24.0 -24.8 -24.6 -52.6 432.1 Ring B -18.0 -17.9 -17.6 -34.1 348.7 Ring B Baseline -0.4 Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial #: 6102 Calibration Date: 2025-03-18 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.10.1 (4), © 2024 The Energy Conservatory, Inc. Page 2 of 2 R EC VE JUN 2 0 2025 Building Department T°wn of Southold 8 . • f '2r 'I I^^y 1n'1n/ J U N 2 0 2025 Suilding Department Town of Southold 2020 NYECC Certificate 38015 Main Road - Annex Only Building Envelope Insulation Ceiling: Above Grade Walls: Foundation Walls: Exposed Floor: Slab: Window Data U-Factor SHGC Mechanical Equipment Heat: AFUE= HSPF= 11.0 Type: ASHP Cool: SEER= 18:0 Type: ASHP DHW: EF= 0.92 Type: Standard Builder or Design Professional Signature: Building Envelope Testing Infiltration: 656.6 CFM @_50 Pascals Infiltration Volume:30,826 Cu ft Dual Exempt Duct2 ------- Duct3 ------- Duct4 ------- Total Duct Leakage within thermal envelope HERS Rater�,,,„�..-. Signature: Thomas a arella er#: 3587347 New York Building Technology Group Test Date: 05/07/2025 I I I I S i q; I I I PLEASE READ I IThis is your compliance certificate. In accordance with NYS code,this decal should be placed on or near the electrical panel or in the utility room near the boiler. I Our inspector filled out all information that was relevant for our inspection.Please have the appropriate contractor fill out any remaining information before installing. � I Instructions from-the IECC R401.3:A permanent certificate shall be.completed by the builder or registered design professional Viand posted on a wall in the space where the furnace.is located, a utility room or an approved location inside the building. Where located on ani electricalpanel, the certificate shall not cover or obstruct the visibility of the circuit directory label, service j disconnect label or other required labels. I I I I I i i � I I I i I I � I �)M East End Insulation L.L.C. 1977 Main Road,Laurel NY 11948 CERTIFICATE OF INSULATION AMERICAN CHEMISTRY DATE OF INSTALLATION:04/29/2024 COUNCIL HIGH PRESSURE SPF ID# DATE OF FIRE BLOCK INSTALLATION:04/26/2024 000012223 SUFFOLK LIC#H-59538 SHELTER-ISLAND UC##1444RLoc Inches R-Value ation. Insulation Type PROJECT INFO EXTERIOR WALLS 21-13 Closed Cell 5.5" R-23 Spray Foam Air West Creek Builders Seal&R-23 Rockwool ANNEX ,-• ROOF 2LgCl'osetl Celt '_'f 4 Nominal'Iriches 38015 Main Road Spray Foam& ®R=7 Per Inch R-23.R6ckw6ol .................. .. ...... ..... . . :------- Orient NY 11957 ........................................ BOX BEAM RIM 21B Closed Cell 2 Nominal Inches R-14 JOIST Spray Foam ®R-7 Per Inch r^ .jBASE(t7tEhff' R=3(3 R6cfw6c5t . 7 25"�' r 'R 3Q; °_ •:: CEILING Authorized Signature V E pry° 1 Frank Fenoy Jr certify that project referenced above ) was insulated as estimate signed by home owner/ builder,and that the install'was preformed in J U N 2 0 2025 conformance to the applicable codes. Building p¢partmeni Tov,ji, 01 Southold FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION (IST) j ------------------------------------ �C FOUNDATION (2ND)VjiliAAK AM z l ifavOnA IxW o 0 ROUGH FRAMING& PLUMBING l � fi 1 INSULATION PER N.Y. QN STATE ENERGY CODE tA4 jg-b�,te (A� � �Ksjwwv FINAL �Vp��°C/1 W"► g� WL y Q ADDITIONAL COMMENTS 10 qV9R f2e d- (/v 3 0 Z rn 3� �C 3 — C e,� h 9)6-0� Qo v\ oh cn Ct6r— N r � �kil oef J � �o z x r� x d r� b H o�gueFoc �o TOWN OF SOUTHOLD—BUILDING DEPARTMENT w oyY, Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 V. • Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtom=.Rov for� �ao�t 4 L"+tlSg� Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only �� 11 lV/ I PERMIT NO. Building Inspector: MAR 2 �; 02 L Applications,and forms muist be t3US1 applications will not be cc pted IIIWhere the Applicant s not heed out in their entirety. lowner,an ete TG��FI�pUMG ��� Owner's Authorization form(Page 2)shall be completed. Date:03/21/2023 OWNER(S)OF PROPERTY: ,Name.QJSG Properties LLC,.Chad Gallant _ SCTM#1000-15-02-15.7 _ Project Address:38015 Main Road, Orient NY 11957 Phone#:646-734-3579 Email: Mailing Address:333 Central Park W,,,Apt 106, New York, NY 10025 CONTACT PERSON: Name:Gary Steinfeld/West Creek Builders MailingAddress:PO Box 256, New Suffolk, NY 11956a Phone#:631-334-9205 Email:gary_@westcreekbuilders com DESIGN PROFESSIONAL INFORMATION: Name:Condon Engineering, P.C. Mailing Address_1755 Sigsbee Road, Mattituck,_NY 11952 Phone#:631-298-1986 Email: CONTRACTOR INFORMATION: Name:West Creek Builders Mailing Address:PO Box 256, New Suffolk,_NY 11956 Phone#:631-334-9205 Email: a westcreekbuilders.com _ DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ®Addition RAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $150,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes RNo 1 1 PROPERTY INFORMATION Existing use of property:Single Family Residential Intended use of property:Sln le Famil Residential _ -- g- - - -y --- - e ---- Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R80 this property? ❑Yes ®No IF YES, PROVIDE A COPY. 8 Check Box After Reading: The owner contractor desi n professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION I5 HEREBY MADE to the Building Department for the issuance of a Building Permit pursuantto the Building Zone Ordinance of the Town of Southold;Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45.of the New York'State Penal Law. Application Submitted By(print name):Gary Steinfeld, West Creek Builders ._ - _ ) BAuthorized Agent ❑Owner Signature of Applicant: 'Date: 3 Z Tr3 STATE OF NEW YORK) SS: COUNTY OF ) +~ate;/L W being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of hi /11e knowl ge and belief;and that the work will be performed in the manner set forth in the application file the with. Sworn before me this ze day of 20 Notary Public Richard D.Noncarrow PROPERTY OWNER AUTHORIZATION Notary Nob01N06224106wrttYy (Where the applicant is not the owner) •'if ComOmission Expires June 2f, Chad Gallant, QJSG Properties LLC residing at 38015 Main Road, Orient NY, 11957 l� do hereby authorize Gary Steinfeld, West Creek Builders to apply I on my behalf t he Tow of Sout d Building Department for approval as described herein. 0-01 3 /-W 12--& Owner's Signature ate Chad Gallant, QJSG Properties LLC Print Owner's Name 2 E C E E SEP ' 2023 BDING DEPARTMENT- Electrical Inspector � TOWN OF SOUTHOLD ® :413u11d4rtg Depar Hall Annex - 54375 Main Road - PO Box 1179 �� -1 Town of Southoi Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(aD-southoldtownny.gov - seand(&-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: g 19 Company Name: C��,e<'G Electrician's Name:G' ccrv'S License No.: Y;4zJ-'0,-[ ' Elec. email: Elec. Phone C9 1 request an email copy of Certificate of Compliance Elec. Address.: c JOB SITE INFORMATION (All Information Required) Name: - Address: a, Cross Street: Phone No.: all- Bldg.Permit#: y _ ,., ` yr� � email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): /Z AND alE- /C6rN Alc5w r/-) r Square Footage: �000 Circle All That Apply: Is job ready for inspection?: YES ❑ NO ZRoughln Final Do you need a Temp Certificate?: YES 0 NO Issued On LT I I3a, 4f 16� Temp Information: (All information required) Service SizeF71 Ph F-13 Ph Size: oo A # Meters_� Old Meter# New ServiceQ Fire Reconnect OFlood Reconnect[]Service Reconnect gNjUnderground Overhead # Underground Laterals 1 N2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION EC� C� � � C� `� s ' _ 2- -� , ✓ ��p SEP 1 2023 DING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD y13ufl ing®Ppet�®I Southold, Hall Annex - 54375,Main Road - PO Box 1179 T®`�vn e�$ ®u New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrp_southoldtownny.gov - seandasoutholdtownny.gov r APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: �,,� Company Name: Cl�nrs c ���'�� -F ZVe c�Z^Uo Electrician's Name:G' ccxS License No.: o_l Elec. email: Ile5 G� Gc« QGuav .r2 Elec. Phone No. 1g1 ,a_65g I I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Do 5 — Address: , �� a • +�%a�1,: � . �..e�_ '� - _ Cross Street: Phone No.: Bldg.Permit#: ,l Q i email: Tax Map District: 1000 Section: Block: Lot.- BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): /'Z Cb&n:,g4- .s�roAJ lvesto 7—/PozD/ec!W Square Footage: 200� Circle All That Apply: Is job ready for inspection?: YES ❑ NO Rough In ❑ Final Do you need a Temp Certificate?: YES ❑ NO Issued On Temp Information: (All information required) Service Size1Z1 Ph❑3 Ph Size: c)o A # Meters � Old Meter# to New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect pjUnderground❑Overhead # Underground Laterals D 1 02 H Frame D Pole Work done on Service? Y N Additional Information: ,RIA4k�l PAYMENT DUE WITH APPLICATION I PERMIT# Address: Switches , Outlets ; GFI's Surface Sconces H H's n' 1\ UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit � Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments i I i 4 gllFFC4 . Scott A. Russell s ° �� 5'7C'01KMWA T1E1K SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 p ]� ]a 53095 Main Road-SOLTTHOLD,NEW YORK U971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) - - - - - - - - - - - - - - - - - - - - - - - - - - - - APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: Gary Steinfeld/West Creek Buidlders, Agent Date: (Print) 04/03/23 Mgnaturel Contact Information: gary@westcreekbu(Iders.com (E�Ulad 8 Telephone Numher) 631-334-9205 Property Address / Location of Construction Site: 38015 Main Road, Orient NY 11957 S.C.T.M. #: 1000 District 15 02 15.7 Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT —/- - —-- — — —. — — — — — " — — — — — — — — — — — — — — — — — — — [ - Area of Disturbance is less than 1 Acre. No S.P.D.E.S. Permit is Required! T❑`- Project does Not Discharge to Waters of the State. NoS.P.D.E.S. Permit is Required-1 ❑ - Area of Disturbance is Greater than 1 Acre&Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S.Permit DIRECTLY From N.Y.S. D.E.C.Prior to Issuance of a Building Permit. ❑ - Area of Disturbance is Greater than I Acre&Storm-water Runoff Flows Through Southold Towns MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Engineering Department Prior to Issuance of a Building Permit. 04� Reviewed By: Date: Vh/wy FnRM # CM(P-Tr)C nrtnhar 9n l � � � eiived / Town Hall Annex Telephone(631)765-1802 54375 Main Road r Fax(631)765-9502 P.O.Box 1179 . Southold, NY 11971-0959 �. BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE ZON.STRUCTION..PRE-ENGINEERED WOOD CONSTRUCTION AND''/.OR TIMBER CONSTRUCTION Date: 03/21/2023 Owner: QJSG Properties LLC, Chad Gallant Location of Property: 38015 Main Road, Orient NY 11957 Please take notice that the (check applicable line): New commercial or residential structure X Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure f to be constructed or performed at the subject property reference above will utilize (check applicable line): x Truss type construction (TT) X Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) I Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): Gary Steinfeld,West Creek Builders Capacity(check applicable line): Owner x Owner representative TrussReg15.docx Effective 1/1/2015 WEST CREEK PLAN I DESIGN I BUILD March 28, 2023 Town of Southold Building Department Town Hall Annex 54375 Route 25 V / Southold, NY 11971 LIAR . ©LU AiG' f RE: Addition and Alterations 38015 Main Road, Orient, NY SCTM # 1000-15.-02-15.7 Building Department Enclosed is a Building Permit Application package for additions and alterations at 38015 Main Road, Orient, NY. The following documents are attached: 1. Building Permit Application 2. Survey/Site Plan (Part of Stamped Plan Set) 3. Four (4) Sets Stamped Construction Drawings 4. REScheck Compliance Certificate (Part of Stamped Plan Set) 5. Contractors Proof of Insurance (GL, WC, DBL) & Suffolk County License 6. Utilization of Truss/Pre-Engineered Wood 7. Owner Authorization (Part of Building Permit Application) 8. Transactional Disclosure Forms If you require additional information or have any questions, please contact me at 631-334-9205 or aary(&-westcreekbuilders.com. Thank you in advance for your assistance. Sincerely, Gary Steinfeld West Creek Builders, LLC Agent for Applicant P.O. BOX 256, NEW SUFFOLK, NY 11956 TEL 631.334.9205 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the part of town officers and employees.The purvose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action is necessary to avoid same. YOURNAME: Gary Steinfeld,West Creek Builders LLC (Last name,first name,ipiddle initial,unless you are applying in the name of someone else or other entity,such as a company.if so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) Tax grievance Building Variance Trustee Change of Zone Coastal Erosion Approval of plat Mooring Exemption from plat or official map Planning Other (If"Other',name the activity.) Do you personally(or through your company,spouse,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes by blood, marriage,or business interest."Business interest"means a business, including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)a corporation in which the town officer or employee owns more than 5%of the shares. YES n NO If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold _ Title or position of that person Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): 12A)the owner of greater than 5%of the shares of the corporate stock of the applimt f2 (when the applicant is a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); C)an officer,director,partner',or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP Submitted this ' day o // 20 Signature Print Name teary infe d Fonn TS 1 ga'✓\\, ��'` 01111t�Q550Ckt�¢5 vw g, SITE DATA \ e Y °£ 5 d V^fix FNRi6, for z \? vA e. --- QP��; s��Lgq •\ FINAL MAP 7S o,' d D ¢y REVIEWED BY ZBA ��{•,�,/��1\ DECISIONr -� 7 f '� sv,Se- DATED:I ��� , r SURVEYOR'SCERTIF[[ATLON / •6� J �\{yll�K_�tJ\ '�.f' � 4 ,\ N \ / �' rawrJ¢n.reassoa.n a�tE Oc�`ro3 LUEM 9�•. s'O 4; �.v M�' '\ d. 1 / SVRVEY FOR _ /•"a rdo°`ts� ��y CHAD GALLANT W.Y°f5°uthk .<xze R / :•� & $` / BUA.DINS PERMIT SURVEY • �•�ry �°'°�/ °SOT � n-,r re., ....,z000.�.a,s .e oz ,. zs� - m \ tp� � w�Record of ReHsiore 0 tt Fy\ tb'p' w ,m V, �rtryaif ton_omp �OF, da - SITE DATA ROJEGT DESGRIPTION & NOTES 5GTM# 1000-15. 02-15.7 -NEW T-6" X 15' KITCHEN ADDITION PROPERTY: 38015 ROUTE 25 -NEW 6' X2'4 COVERED PORCH AT NORTH ELEVATION : °\ • ` ,= ' � a ORIENT, NY 11 g57 -NEW q 3' X q'-6" KITCHEN ENTRY PORCH '' OWNER: QJ56 PROPERTIES LLG -NEW WINDOWS, EXTERIOR DOORS & SIDING A5 PER PLAN " " °v ZONING: R80 -REPLACE HALF HIP ROOF 5ECTION5 WITH GABLE INFILLS ..v c .. ,. . REPLACE EXISTING 7-PITCH ROOF AT WEST PORCH W/ FLAT ROOF ° ,� k . SURVEYOR i -REVISED INTERIOR LAYOUT AS PER PLAN : ... hp�. r BY; -NEW LOFT AREA AT EXISTING ATTIC 51TE PLAN BASED ON SURVEY YOUNG ASSOCIATES, HOWARD W. YOUNG LAND SURVEYOR -3' X 10' EXTERIOR BALCONY AT LOFT AREA W/ 5PIRAL STAIR TO GRADE \ �X 400 05TRANDER AVENUE, RIVERHEAD NY 11 q01 -FINISHED BASEMENT A5 PER PLAN DATED JUNE q, 2020 ," 502005'25"E 3 3 16 114.99 LOCATION M A P LOT GOVERAGE� 104.86 105.02 96�73 N.T.S. 94.84 104.32 113.61 LOT AREA TOTAL LOT AREA 855,746 5F 1 q.645 AG 10.00 N02005'25"W e ® k k VED AS NOTED , _ LOT COVERAGE AFTER ADDITIONS B.P.# EXISTING FRAME RESIDENCE 1,064 5F 0 o — EROSION & SEDIMENT CONTROL DETAILS { 0 50 Right of -� {, 'HIM N AT NOT TO SCALE KITCHEN ADDITION 143 5F in ►n 9 E'�I � '' w E 8 F M f.,� ' ) , � FOR THE „t 4 r' GOVERED WOOD PORCH 424 5F L `A'O Way KITCHEN ENTRY PORCH 88 SF 00 i �,r SUPPORT2R $TAKE$ P ET E $TRAW BALES-WSTALLEO SUPPORT STMES* ,CONTINUOUSLY AGAV4ST (4 V MAX.SPACING) ; F R5,IdIi,JG & PLUMBING DOWNSLOPE ME OF TENN15 COURT 7,1g4 5F Z. FILTER FASRX:FENCE MON MUST 0 J F! .L Z T c r i r 0.0. MYER FABRIC FENCE TOTAL LOT COVERAGE S,g13 5F 1 .04 /o Z w < SHALL MEET THE COMPACTED _ SLOPE ° o F AAEN T'S O=THE CODES OF NEW 13Ati I�IWpING_ BAttcFI1L Q � � >„� , see-,�E. NOT RESFONs(BLE FOR °� m GES1 J VI OR CONSTRUCTION ERRORS, �t �wsnNaGao>�ra j U es � H N O z ro Y a w p Wow OR' Y Q BRUSH/ ECLMVALENT STEEL(U OR T)STARS m v + Tjo z � WOODS COMPLY WITH ALL CODES OF �+ ",-q m - RETAIN STORM WATER RUNOFF NEW YORK STATE & TOWN CODES ``'O D AND CONDITIONS OF PURSUANT TO CHAPTER 236 L� Lux X rn 00 N N CO� Ln w � O AS �EQU{i ' o � o � Ui ►n + N M \oo - OF THE TOWN CODE, 'IcZ N N u�i N + + a Z 'D -- ?'a;. F- 0 0 1 1 N w w O A A p V > V-4 + m QU ` , ..�.. vl. .J�J �, I L'.�I 1'�': G BOARD w 3 Q w V - ..,_ �'�1� I 'rll ."`1 I n nor ALL PLUMBING WASTE. _J O Z N �( LNTP,UaIEES WATER LINES NEED -! C) N O Q w T iNG BEFORE COl/ERI�t£ ; Q H Z 0 M � r, N Q Q H Q m ,ECG U PANCY OR P.Z(1li�3ER CERTlF10`►�1 TION LU '� + + In �L- L- 120.1 �E IS UNLAWFUL ON,LEAD CONTENT BEFORE GON5TRUGTIOrJ STORM HATER CONTROL +� �"!l1TI�OUT CERTIFICATE CERTIFICATE OF OCCUPANCY M � OF OCCUPANCY -SOLDER USED IN WATER Nr1j TENNIS COURT °` GONSTRUGTION ACTIVITIES: �+ + + ANCY a T o +� SUPPLY SYSTEM"CANNO, 1) INSTALLATION OF TEMPORARY ER05ION CONTROL MEA5URE5 `� EXCEED 2110 OF 1/o LEAD. 2) EXCAVATION FOR NEW FOUNDATION TO +/- S' BELOW FINISHED GRADE CO CD fir- ^ . 3) CONSTRUCTION OF NEW FOUNDATION & PIERS N + + �' FL I`uS ' �:T i aa�l R7,0o ^" D 4) RELOCATION OF BASEMENT ACCESS 5TAIR5 N M + +f Iri 1.4 5) CONSTRUCTION OF NEW COVERED PORCH & KITCHEN ENTRY PORCH + + Ho = rn + + o Q w O? t0 t0 H 6) CONSTRUCTION OF NEW KITCHEN ADDITION ,r11� ,- ,� �" us+provide Manua Ca AWN 5 A5 REQUIRED + D, 1 and S as per $lcxc'ser eon. 7) INSTALLATION OF NEW LANDSCAPING PLANTS AND Lj�TyS Energy Code ductwork 8) REMOVAL OF TEMPORARY ER05ION CONTROL MEA5URE5 YeQ O, + COCO STORM WATER AND POLLUTION CONTROL MEA5URE5: � + + o� ^+ o � o WEST CREEK POLLUTION GONTROL MEA5URE5 TO BE MAINTAINED IN AGCORDANGE � All exterior lighting N installed,replaced or WITH THE PROV1510N5 OF THE TOWN OF SOUTHOLD, CHAPTER 236, + + o repaired shall conform PLAN I DESIGN I BUILD STORM WATER MANAGEMENT AND ER05ION AND SEDIMENT N L N BRUSH/ to Chapter172 CONTROL MEA5URE5. N+ + WOODS of the Town Code pRF M DESIGN DRAWINGS WEST CREEK 1) PROTECT EXISTING VEGETATION TO REMAIN. 2° N PO BOX 256 2) MINIMIZE THE LENGTH AND TIME AREAS ARE EXP05ED DUE TO 22 pRF N w D _3 NEW SUFFOLK, NY 11g56 CL CLEARING AND GRADING. STABILIZE ALL AREAS THAT ARE GRADED AND +„ N 24 + ° w a N 3 DRF 0 1 STRIPPED WITH TEMPORARY SEEDING. � CO 119.93 = N N NLq �i o, 125.21 WD CIF PA E ENGINEER 3) DIVERT RUNOFF WATER FROM CLEARED 5LOPE5 AND MINIMIZE LENGTH N + + 2 F w GONDOLA ENGINEERING, P.G. WD 1155 51G5BEE ROAD AND STEEPNESS. N+ + � 0 0 3 '� F w o� o� 4) INSTALL ER05ION AND SEDIMENT CONTROL MEA5URE5 AT PERIMETER N N+ N 20 3 pvC 3 = � v +� 230'ZO z F `� `FRAM Lot 28 MATTITUGK, NY 11 q52 OF DISTURBANCE AREA PRIOR TO START OF GONSTRUGTION AND LU tj MAINTAIN THROUGI-I PROJECT COMPLETION. N $.39 w `W N06o47�05((w W� � M; v U_ SHED Lot 27 Subdivision " 9 LL o ISSUE/REVISIONS 5) MAINTAIN STABILIZED GON5TRUGTION ENTRANCE. U_ Lot 26 Subdivision ' "Green Acres at PRIGING 5ET 03.21.23 6) RETAIN ALL RUNOFF ON 51TE ACCORDING TO LOCAL REGULATIONS. 24 Lot 25 Subdivision - "Green Acres at Orient" 7) CONTROL DUST FROM GON5TRUGTION ACTIVITIE5. Lot _ Subd lent" File, No• 8) GONTRAGTOR 15 RE5PON51BLE FOR REGULAR MAINTENANCE AND Lot 23 bdivision Subdivision "Green Acres at Or Suff• Co. F INSPECTION OF ALL. CONTROL MEA5URE5 TO MAINTAIN PROPER n _ Su at "Green Acres at .ent�� 5u ff. co. File No. 3540 PROJECT PERFORMANCE. _ Subdivlslo "Green AcresGr _ Orient" BEGKER / GALLANT _ ._�.�� ... _ �., 2S%4n GUE5T HOUSE q) 015PO5E OF ALL SOLID WA5TE AND DEBRIS ACCORDING A5 WELL A5 38015 MAIN ROAD TOXIC, AND HAZARDOU5 WA5TE ACCORDING TO LOCAL REGULATIONS. ORIENT, NY 10) MAINTAIN TEMPORARY FENGING WHERE REQUIRED FOR SAFETY AND _ DEBRIS CONTROL. �� OF 1%%y. DRAWING 11) GONTRAGTOR TO REPORT ANY M90IFIGATION5 DETAILED CONTROL SITE PLAN 51TE PLAN �' J �Gr `\ MEASURES. \ c . �� — o r, SCALE: 1If — 401 " ;k r NOTES & DETAILS :J I !t r y- i I 51 i WIND LOAD PATH CONNECTIONS GENERAL NOTES DESIGN CRITERIA PLUMBING RISER_ DIAGRAM NOT TO SCALE 51MP50N L57A20 GAUGE RIDGE STRAP 1. THE INFORMATION WITHIN TH15 SET OF CONSTRUCTION SQUARE FOOTAGE: 2350 5F AT ALL ROOF RAFTER5 DOCUMENTS 15 RELATED TO BA51C DESIGN INTENT AND FRAMING 4"ROOF VENT DETAILS. THEY ARE INTENDED A5 A CONSTRUCTION AID, NOT A TYPE OF -10000. SUBSTITUTE FOR GENERALLY ACCCEPTED BUILDING PRACTICE AND 3" ICE AND WATER SHIELD UNDERLAYMENT CONSTRUCTION: SINGLE FAMILY 24"FROM ROOF EDGE COMPLIANCE WITH CURRENT NEW YORK STATE BUILDING CODES. CONVENTIONAL LIGHT FRAME 2. THE CONTRACTOR 15 RESPONSIBLE FOR ENSURING THAT ALL EXISTING 51MPSON H3 HURRICANE A5 ALTERNATE WOOD CONSTRUCTION BATH 51MP50N H2 HURIGANE CLIP NAILED TO H2 AT INTERIOR WORK, MATERIAL, AND EQUIPMENT COMPLIES WITH CURRENT FROM RAFTER TO STUD AT ALL RAFTER5 FEDERAL STATE COUNTY, AND LOCAL CODES, ORDINANCES AND RELOCATED 11/2" 11/2" W/5-Sd NAILS EACH END PROVIDE SD COMMON NAILS @ 4"O.G. I DESIGN CRITERIA: KITCHEN SINK REGULATIONS INCLUDING BUT NOT LIMITED TO THE NEW YORK LAYS 2020 RESIDENTIAL GODS R301 .2.1.1 AND UTILIZED METHODS AND PROCEDURES 1 1/2 LAv.1/2 AT EDGES OF ALL SHEATHING KITCH.SINK W.C. 2X6@ 16"O.G.5TU05 STATE UNIFORM BUILDING GODS AND THE NEW PORK STATE STIPULATED IN CHAPTER 2 ENGINEERED DESIGN AND CHAPTER 3 PRESCRIPTIVE DESIGN IN THE [SHOWER OR FIRST FLOOR OVERLAP BOX BEAM IN/PLYWOOD ENERGY GON5ER1(ATION GORE. 201 S AMERIGAN WOOD COUNCIL (ANC) WOOD FRAME CONSTRUCTION MANUAL (2018 WFGM) 1 1/2" 5HEATHING AT TOP& BOTTOM 3. DESIGNER AND ENGINEER ARE NOT RESPONSIBLE FOR 3,. 2„ 3 1 1/2" lic.o. FOR ONE AND TWO FAMILY DWELLING UNITS AND ASGE 7. 1-1/2"WIDE/20 GAUGE METAL STRAP @ 48"O.G. 5UPERV15ION OR INSPECTION OF TH15 CONSTRUCTION PROJECT. 3" �3" 4. DIMENSIONS SHALL TAKE PRECEDENT OVER SCALED DRAWIN65 - METAL STRAP WRAPPED DOUBLE TOP PLATE GROUND SNOW LOAD: 20 P5F AROUND BILL PLATE DD NOT SCALE DRAWINGS. W SHER&SINK 1 1/2 TO EXISTING HOUSE ROOF & ATTIC: 20 P5F L.L. � SANITARY SYSTEM 1-1/2"WIDE/20 GAUGE METAL STRAP @ 48"O.G. 5. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A MINIMUM OF SINK 15 P5F D.L. GRINDER WM NAIL 5HEATHIN6 TO SILL PLATE 28 DAY STRENGTH OF 3000 P51. 1ST & 2ND LIVING LEVELS: 40 P5F L.L. PUMP BASEMENT \ 2X6 AGO TREATED 51LL PLATES 6. DO NOT BAGKFILL AGAINST FOUNDATON WALLS UNTILL FLOOR •: 15 P5F D.L. SYSTEM INSTALLATION 15 COMPLETE. ;. MIND SPEED: 150 MPH A50E-7 MWFR5-METHOD 2 5/8"X 12"ANGHOR BOLT @ 36"O.G.w/ 7. ALL PENETRATIONS BETWEEN LEYELS SHALL BE FIRE STOPPED. WA5HER&3X3 BEARING PLATES SEISMIC DESIGN CATEGORY: B In AIR SEAL ALL EXTERIOR PENETRATIONS. FLASHING TO BE V4EATHERING: SEVERE PROVIDED AT ALL BREAKS IN ROOF LINES, CHIMNEYS, 5KYLI6HT5, FROST LINE DEPTH: 36" EXTERIOR DOORS, WINDOW5, DECKS, AND WHERE REQUIRED. TERMITE: MODERATE TO HEAVY 8. NOTIFY ENGINEER IN WRITING OF ALL CHANGES PRIOR TO AND DECAY: SLIGHT DURING CONSTRUCTION. 16E SHIELD UNDERLAYMENT REQUIRED: YES, VALLEYS & PERIMETER G. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE NAILING SCHEDULE, NECESSARY TO PROTECT DESIGNER, ENGINEER, AND OWNER. SUFFOLK COUNTY, NEW YORK 10. CARBON MONOXIDE ALARMS SHALL BE PROVIDED ON EACH LEVEL 2018 AMERIGAN WOOD COUNCIL (AWC) WOOD FRAME CONSTRUCTION MANUAL (2018 WF(M) AND IN BASEMENT WHEN APPLICABLE. SMOKE DETECTORS ARE 51ZED FOR COMMON NAILS REQUIRED IN EACH BEDROOM AND EACH LEVEL OF DWELLING RAFTER/TOP PLATE 3-Sd (TOE NAILED) ACCORDING TO NEW YORK STATE BUILDING CODE. CEILING JOIBT/TOP PLATE 3-Sd (TOE NAILED) CEILING JOIST/PARALLEL RAFTER 7-16d (FACE NAILED) CEILING JOIST LAPS OVER PARTITION 7-16d (FACED NAILED) COLLAR TIE/RAFTER 2-Sd (EA. END 1-1/4" STRAP) BLOCKING/RAFTER 2-Sd (TOE NAILED) RIM BOARWRAFTER 2-16d (END NAILED) TOP TOP PLATE/A� NTER5EGTION5 4-16d (FACED NAP PLATE: 2-16d (FACE ILED) WIND- BORN DEBRIS PROTECTION E N E RC71Y COMPLIANCE 5TUD/5TUD 2-16d (FACE NAILED) HEADER/HEADER 16d (FACE NAILED) TOP OR BOTTOM PLATE/5TUD 2-16d (END NAILED) BOTTOM PLATE/FLOOR J015T 2-16d (FACE NAILED) GLAZED OPENINGS TO BE PROTECTED IN ACCORDANCE WITH Generated by REScheck-Web Software JOIST/51LL, TOP PALTE: OR GIRDER 4-Sd (TOE NAILED) A5TM E1996 AND A5TEM E1886 LARGE M1551LE TEST. BRIDGING/JOIST 2-Sd (TOE NAILED) STRUCTURAL PANELS TO BE PRE-GUT, LABELED, AND BLOCKING/JD15T 2-Sd (TOE NAILED) y ' l Compliance Certificate BLOCKING/SILL OR TOP PLATE 3-16d (TOE NAILED) MAINTAINED ON SITE. ti LEDGER STRIP/BEAM 3-16d (FACE NAILED) JOIST ON LEDGER/BEAM 3-50 (TOE NAILED) PANELS SPANS < 4'0 WIDE BAND J015T/JO15T 3-16d (END NAILED) Project 38015 Main Road BAND JOIST/51LL OR TOP PLATE 2-16d (TOE NAILED) 3/4" (23/32") APA 48/24 SPAN RATED PLYWOOD SHEATHING PLYWOOD ROOF DECKING Sd @ 4" D.G. EDGES, @ 8" O.G. FIELD Energy Code: 2018 IECC FASTEN STRUCTURAL PANEL TO BUILDING W/ #10X3" GALV. OR Location: Southold, New York STRIP 5HEATHING Sd (ONE/RAFTER) „ Construction Type: Single-family PLYWOOD WALL 5HEATHING 8d 4" O.G. EDGES, 8" O.G. FIELD 55 SCREWS W/ WASHERS AT 16 O.G. OVERLAP OPENING 4 @ @ Project Type: Addition PLYWOOD 5UBFLOOR DECKING SD @ 6" O.G. EDGES, @ 12" O.G. FIELD Climate zone: 4 (5572 HDD) 0 0 0 o Permit Date: r Permit Number: I I l I Construction Site: Owner/Agent: Designer/Contractor: WEST CRE�EK 0 l l 0 38015 Main Road I I Orient, NY 11957 FRAMING PLANDESIGN BUILD k:a y ' 1. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH 1 1 Compliance: 21.5%Better Than Code Maximum ILIA: 135 YourUA: 106 Maximum SHGC: 0.40 Your SHGC: 0.16 DESIGN DRAWINGS STRUCTURAL GRADE #2 OR BETTER. l I The%Better o r Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. WEST CREEK L- - - _ _ _ _ _ _ _ J It DOES NOT provide an estimate of energyuse or cost relative to a minimum-code home. 2. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND 0 0 0 0 Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade PO BOX 256 FLOOR OPENIN155 OR AS NOTED. NOT TO SCALE assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. NEW SUFFOLK, NY 11 q56 3. DOUBLE FRAMING UNDER P05T5 AND PARALLEL PARTITIONS OR A5 Envelope Assemblies NOTED ON DRAWING5. PANELS SPANS 4'0 OR WIDER ENGINEER 4. PROVIDE SOLID BLOCKING FOR ALL JOISTS AND FLOOR BEAMS AT 3/4" (23/32") APA 48/24 SPAN RATED PLYWOOD SHEATHING W/ 2X4 ' 1: '_ GONDOLA ENGINEERING, P.G. MAXIMUM 8.0 F'r ON CENTER. 1755 51G5BEE ROAD STRONG-BACK5 @ 24" O.G. 51ZE TO OVERLAP OPENINGS 4" AND Cailing: Flat: Flat Ceiling or Scissor Truss 150 38.0 0.0 0.030 0.026 5 4 5. SUPPORT ALL HEADERS 6.0 FT AND OVER WITH DOUBLE UPRIGHTS. FASTEN PLYWOOD TO 2X4 BRACING W/ #10X3' GALV. OR 55 SCREWS Ceiling: Cathedral: Cathedral Ceiling 402 30.0 14.2 0.023 0.026 9 io MATTITUGK, NY 11952 SUPPORT ALL HEADERS 9.0 FT AND OVER WITH TRIPLE UPRIGHTS. N/ WA5HER5 AT 12" O.G. FASTEN STRUCTURAL PANEL TO wall: Wood Frame, 16" o.c. 285 21.0 0.0 0.057 0.060 10 10 ALL HEADERS SHALL BE 51ZED A5 NOTED OR MINIMUM OF 2-2X8. BUILDING W/ #10X3" GALV. OR 55 SCREWS W/ WASHERS AT 16" O.G. Door: :laassDoor(over 50%glazing) 22 0.290 0.320 6 7 ISSUE/REVISIONS 0.19 6. ALL PENETRATIONS BETWEEN LEVELS SHALL BE FIRE STOPPED. Window: Wood Frame 96 0.310 0.320 30 31 PRICING SET 03.27.23 AIR SEAL ALL EXTERIOR PENETRATIONS. FLASHING TO BE SHGC: 0.15 Basement Wall-Finished Basement: Solid Concrete PROVIDED AT ALL BREAKS IN ROOF LINES, CHIMNEYS, SKYLIGHTS, 1.1 1010 0 or Masonry Wall height: 8.0' 1,144 15.0 10.0 0.035 0,059 39 66 EXTERIOR DOORS, WINDOW5, DECKS, AND WHERE REQUIRED. I I l l I l 1 1 i i 2X4 STIFFENERS Depth below grade: 7.0' Insulation depth: 8.0' PROJECT 1. NAILING SCHEDULE TO COMPLY WITH N.Y.5. ALL EXTERIOR NAILS 101 101 I I 101 101 Door: Solid Door(under 50%glazing) 20 0.320 0.320 6 6 BECKER/ GALLANT TO BE GALVANIZED. I I I I 1 1 11 101 Window: Wood Frame 4 0.320 0.320 1 1 1 1 1 1 I I 1 1 I I SHGC: 0.15 GUEST HOUSE 8. FASTEN ALL FLUSH WOOD CONNECTIONS WITH RATED GALVANIZED I I I I 1 I I I I I A55EMBLE MULTIPLE 5EGTION5 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other 35015 MAIN ROAD I I 1 1 I1 1 1 1 „ , calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in METAL CONNECTORS BY 51MP50N OR APPROVED EQUAL. 101 Iol I I 101 101 W/ 1/4 THICK BOLTS @ 2 O.G. REScheck Version : REScheck-Web and to comply with®t -mandatory requirements listed in the REScheck Inspection Checklist. ORIENT, NY 9. NAIL PLYWOOD SHEATHING WITH 8d @ 4" O.G. AT EDGES AND 6d @ 1 1 1 1 1 1 1 1 1 1 11 11 I I I I I I 4� 12" O.G. IN FIELD 1 l l 1 I I 1 1 1 I Name--Title atur='=_�--- Dat P��-�' r DRAWING 10. ATTACH ALL ROOF RAFTERS TD PLATE AND STUD WITH GALV. 101 101 I 1 10l 101 NOT T0SCALE HURRICANE TYPE CONNECTORS. �a ti r NOTES & DETAILS Project Title: 38015 Main Road Report date: 03/27/23 11. MULTIPLE LVL MEMBERS SHALL BE COMBINED A5 PER Data filename: Page 1 of 10 � r -.;,..�•, I . wkr MANUFACTURES RECOMMENDATIONS. ALL JOISTS, GIRDERS, AND HEADERS TO HAVE BEARING STIFFENERS AS PER MANUFACTURER. &� ESSI452 V-1 3/4" 35, SQUARE FOOTAGE - ADDITIONS — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - -- KITCHEN ADDITION 145 SE i TOTAL INTERIOR ADDITIONS 143 5F 6' s° 0 12' I KEY NORTH COVERED PORCH 254 5F CONVERT EXISTING I ' KITCHEN ENTRY PORCH '1 PITCH PORCH ROOF TO FLAT EPOM ROOF DEMOLISH WALL TOTAL EXTERIOR ADDITIONS 341 5F ONE rev Io - I 0 REMOVE PORCH RAILINGS I BEDROOM #2 r & REPLACE WOOD COLUMNS LIVING ROOM EXISTING WALL SQUARE FOOTAGE - TOTAL W/5"STEEL A5 PER PLAN li (CATHEDRAL BEAMED CEILING) JJ MAIN FLOOR 1201 5F 3'-0 1/4" /i LOFT (HABITABLE) 213 5F I LAUNDRY I FINISHED BASEMENT 80-1 SF \ V4�-l1/4" / TOTAL INTERIOR 2350 5F REMOVE& INFILL I \ / I R MOVE& INFILL HALF HIP ROOF SECTION I � \\ � , I HALF HIP ROOF SECTION COVERED PORCH 2 5F m 44 - - - - - - - - - - KITCHEN PORCH 61 SE - -r- - - -iNv - - - - - - - - . COVERED TOTAL EXTERIOR 511 5F I P��RGH // CLOSET REMOVE DOOR \ I N & INFILL WALL REMOVE& INFILL REMOVE WINDOW \ EXISTING BASEMENT ACCESS / (RELOCATE A5 PER PLAN) & INFILL WALL �I BEDROOM #1 REMOVE&REPLACE I ] DINING AREA KITCHEN o ry STAIRS A5 PER PROPOSED PLAN I y I � d !� sn� C 12' I P -L c T° ce Jc ILi � \ 5"DIA. PAINTED 10'-3 1/8" 10'-3 1/S" 10'-3 1/8" 1 D'-3 1/8" STEEL COLUMN(TYP.) —'( FLUSH HEADER I� ... .: :. ......... ......................... ... .......... EXISTING FLOOR PLAN & DEMOLITION PLAN _..,_1 U-1 ... _............ ..................................._............... ............. NEW... .::::::::...:.:::::....:...... p/: 5"DIA.PAINTED ....... .__........... .... .................._.._..._STEEL G MN.. P n — �_ n -i... d ......... ........_..._..__-------..----.._._._......__.......--_....................... .._................._.._.._..COVERED PORCH_.. ..._........._..._.._.._._.�.__...----..._...._ __._..__...----.._....------- ._... - i . fTYP.)..__..... - U _. ._..._.........._...._._._._.. ._. tu............- __....._._..._...... -._. _._. _................................... ......._._..._..__._...._.._..__._......_..-----...._..._._... ,. SCALE: 1/4" 1 0 _ ...... ....... 0 / _�-.__....._.. ...__....._... _._._............ ..._......_.................._..._._........._.. --.._.._............_.._...fWOOD'DEGKfttGl ----------..._---..._.._._.._........_._...:- --- -------_ - -- _._.._.._........._.._._........._._..................._........_.. - --- . ._ ........................ W t N R _... ....r _......_.... ___. .. __........-.........__........ ..............._............... . _........_.. ..._.._...._...__..........._...._.....__._.._.... I I .... .....___...............*..� NE . 5L Dt G ----- DOOR � IU _...._........_......._......_._........_.__.....___- _: R00FABOYE .::......................:: :::. NEW 5TEP5 -r. _................... NEW SLIDING DOOR.:::....._..._..._...__.......__.........._......_.........._._._... _ .... 5IOE PANEL.. .. ..... _..__.._....................._... . O_......................_...................................__........................................._...........__...._......_.. ..................._._._...._...._..............._........... ...._.._.. ...- m (EXPANDED WIDTH)...._.. ." ..._ JE (EXISTING OPENING) ":.................. .:::: _.. ............. ._........... ..............._......._....... ........ .......... ........ ... mPOOH ... . .... _...._........ .... ..... ................. . _.._I U ._. . .. 2'-6" 44X85 FIXED PANEL 88XB5 5LIDING DOOR CA25311 .. .. _. 88X85 SLIDING DOOR EXI TING:............:............ _. p0 G.H......::::....:::...... ._ � b,-b„ 2 11-7/8' LVL HDR EGRE55 COMPLIANT SPIRAL STAIR TO e -- - ,i 7-1/41" LVL 16 12'-1" BALGONYABOYE \ 1 w vj� qmb' O.G. C.J.lR.R. A N ElN WALL �„ Jt LIVING ROOM V J \ ONE (( � 5 'h m EXISTING CATHEDRAL o BEDROOM # O s BEAMED CEILING E5RE55 COMPLIANT v` ABOVE o UP EXISTING WALL U 5'-0 1/4" SPIRAL STAIR EN 5TEP5 I Q I � ,K-2'-6" Q — — 2X8 @ 16"O.G. tu' TO GRADE 21 � .* NEW CANTILEVERED — — — o z o LOFT LANDING ABOVE GL05ET TR. WD.J015T5 ......._........_...._ cv m ._...---......._. 3'-1 1/4" NEW ENTRY DOORAND 5TEP5 KNEE WALL I ILL 28X80 DBL 28X80 32X85 I (2)2X10 HEADER TYF.) .. .. ............................. (2)l-1/4"LVL -1 v 2'-6�� Zu NEW STAIRS DOWN NEW HALL UP I m FRAMING MEMBERS ---------------------------------------------- ------ -- - CANTILEVERED BEAM I _ CEILING BEAM --n -------n--------n--------rr-------n----- -n- --- ---- REPLACE EXISTING PORCH I TO BASEMENT W-3"CEILING) cn m =0 , , , , , , , : �: I r.. I FOR BALGONYABOYE� COLUMNS W/5"DIA. PAINTED - - cV Sha�� I (2)2X8 HDR CA I 7 3'-6 1 4�� ' �/ STEEL COLUMNS(TYP.)� ! CEILING B EAK LINE vto(07F f3Q1F- WESGD v EK I_w I C l 3-b 1/2 D o 2XS TR. W D. = RAILING _ 1 'j' ~ ry - = RELOCATE LEDGER BOARD _... v I CLOSET s- „ O q DOUR I PLAN ( DESIGN 1 BUILD o „ STAIR _ I = in NEW CODE COMPLIANT Ul WALL IN-FIL ' LANDING 5 zo u- (WOOD FLOOR) - PANELED LINE OF BALCONY m OPEN TO BELOW ; ; � I t� ' z 1 i i Lo L — o LOFT LADDER (1'6"G'EILING) in m UP WALL AT EXISTING WINDO ABOVE — — NUP w - - 12-1 5"DIA.PAINTED STEEL ' RAILING X n. COLUMN SUPPORT TO GRADE II— 20'-b 1/2" m a, i z FROM BALCONY ABOV (TYP.) DINING AREA m cn m it i � ii li ii ii ni I � _ N BEDROOM #1 CA J DESIGN DRAWINGS CEILING BREAK LINE�� .ram NEW WINDOW — - - - - - 11-------ll------- 1 I--------u-------ll------- I I- -------_ RELOCATE OPENING w ;t d WEST CREEK CEILING BEAM IC — 1-1/ LVL..........._...._ o ----------------------------------------------------------— _-- I ;,, 3' @16' O G:J./R.R,.: TO KITCHEN m co 'DENOTES PO BOX 256 I EGRE55 WINDOW NEW SUFFOLK, NY 11g56 KNEE WALL 16 ? HANDRAIL r' (3)'1-1/4"LVL FLU H HDR ENGINEER DH3055 PH3055 P05 TO5TRUCTURAL I I ! i ! DH3055'I i { i ; ! j I CONDON ENGINEERING, P.G. REP AGE EXISTINGPORCH REFRIGERATOR RIDGE A50YE I �GOL MN51^M 5"DI . PAINTED 1755 51G5BEE ROAD 5TE L COLUMNS P.) > I I $GREEN: i s O o ; DOOR' ; , MATTITUCK, NY 11 q52 ' � a u� , II (, > � o PROPOSED LOFT PLAN B R LOGATED r" X Q 0 CATHEDRA CEILING h UP ISSUE/REVISIONS SCALE: 1/4" = 1 -0" A5EMENT �' A ry _ _2e-�x�' e-6-�.r� - A � � N PRICING SET 03.2'1.23 00 KI Gl s ACCESScn I PROJECT wL HD BEGKER/ GALLANT i Ili ! GA33310 CA33310 GA33310 CA33310 GUEST HOUSE 15' � q'-3 1/2" RIDGE ABOVE 36015 MAIN ROAD NEW q'-b"X 15, - ORIENT, NY KITCHEN ADDITION 2X6 EXT. WALLS * *�� DRAWING FLOOR PLANS PROPOSED FIRST FLOOR PLAN SCALE: 1/4" = V-011 All SlON� ' --- 1 . 44'-10" 6-6 1/2" 3b'-3 1/2" d EPDM - m FLAT ROOF v ry r � � r— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — --- 12 Zo II STANDING SEAM REMOVE & INFILL METAL ROOF REMOVE & INFILL r 4 — HALF HIP ROOF N HALF HIP ROOF SECTION SECTION II v II 1-1/4" LYL @16, O.G. G.J./R.R. I ,' EPDM - -_ - - - - - - _- - - - - - - _ - - - _- - - -_ - - - II�ELN-(3)225111 - - -- — - _- - - - - - _ - - - FLAT ROOF TR. NO. BEAM i NEW 8" DIA.X 3' DEEP I \ p NEW 2X10 TR. NO. LEDGER BOARD p I I I , I o HANG DECK JOISTS FROM ;fl o CONCRETE PIERS ON I iv DIA. FOOTING (TYP I , 5TANDING SEAM 28 U METAL ROOF a„ K oLEDGER#LU5210Z (TYP.) vd T 3b, I I I 12 EPDM I I 101 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — w — I I m - - - �- FLAT ROOF I I I I cv B X -BEAM I - - - - - - - - - - - - - - - - - -I I I I 10'-1 Val, 20' S'-b 3SNELL I - FINISHED EXTERIOR WALLS SANIT RY PIPI G TANK I I m 11j 1-1/2"RIGID JOAM AT FOUNDATION WALL t71 I 2X4 FRAMIN RIDGE POST WN TO 5'q 1/2" FLUSH HEADERR15 STONE OOL INSULATION 2-10 1/4" I I — — — — — — — — _ I I o Q II 51Y DRYWALL- II II - - — — — — — — — — — — — II I - A — — z — — — — — — JFINISHED FLOOR W PROVIDE RQIR 1-1/2"RIGID FOAM 5TANDING SEAM 5TANDING SEAM 3/4"PLYWOOD SUBFLOORN VENTILATI RONANDETIFIGIAL NI H FLOORING - I I METAL ROOF n, I METAL ROOF m Im I v TOOL & STORAGE LIGHTING AS REQUIIRED FI S ED _ MEGH. I I cV Z Q I in FOOD/PANTRY SHELVES I I I I I 12 J I 12 EQUIPMENT III 6 6 DIA.X 3' DEEP I m N I EXISTING(3)q 1/2 I2'-q 3/4" NEW 8" - F r c' tuu I~ I _ LVL FLUSH HUR. ONGRETE PIERS ON I I I I ►� REF. m I I 28" DIA. FOOTING (TYP.) I I m l m II II EXI5TIN6 I EXISTING(3)q-1/2 "v EXISTING cv NEW NEW LYL BEAM M I — — — COLU CONCRETE PIERS 014 —N(TYP.) - - - _ HVAG PIER(TYP.) I I I ICI cv I N I I 2X10 @16" O.G. R.R. I 2X10 @16" O.G. R.R. d EXISTING(3)q-112 18"DEEP OPEN SHELVES cN REF. 3,-1 LYL EAM `;� I I I L — — — — — — — — — — — — —J J lz I I iv I I 6-6 1/2" 13'-7 1/2" �' T-b 3/4" l'-b 5/4" q'-2 1/2" NEW 8" DIA.X 3' DEEP 5HELVE5ABOVE — — — —�— — — — 41_1" RIDGE POST DOWN TO YVA5HER DRYER t— I FLUSH HEADER 28" DIA. FOOTING(TYP.) I �JP OPEN SHELVES I '-q 3/4" I ROOF PLAN rru ;t ELECTRICAL RO(2E LAUNDRY - = " o EXISTING (3)q 1/2 FINISHED �_ N_ &STORAGE I I CONCRETE INFILL W/WINDOW SCALE: 14" V-0 / ROOM cn LYL FLUSH HDR.—� BASEMENT m N I CL I AT EXI5 ING ACCE55 (GEIL.HT."I'-b") Ln `� Im� I OPENIN WEST CKEELEKJ 10'-11/8" 8'-111lb" 4'-11/4" ( I SHELVES BOVE�- PLAN ( DES1GN 1 BUILD _ _ESA Ef, J - - - - - - — 1`Ll7' I - - - - - - - - b"X16" POURED GONG. FOOTING 6' 13'-b 1/2" ~: I i SET ON UND15TURBED 50IL W/(2)#5 — — — — — — — — — — — — SAW GUT NEW 5'WIDE 2X10 TR. NO. DESIGN DRAY41NGS I OPENING IN EXISTING LEDGER BOARD x I CONTINUOUS REBAR NEST CREEK _ — FOUNDATION WALL I o I I - N W A EMEN DRAIN °I q-1/2" TJI 230 2X10 @ 16"O.G. I b' HIGH X b" THK. POI,REO GONG. PO BOX 256 o _ _ _ _ . I ACCESS STAIRS @16 O.G. F.J. I TR.wT0 TO15T5 '9 FOUNDATION WALL Vd/#5 REBAR NEIN SUFFOLK, NY 11 q56 (O EN TO ABOVE) v tt @36" O.G. EACH WAY W/36" SPLICE — — W/LIQUID APPLIED D?�MPROOFING EXISTING FOUN WALL I AENGINEERDATION _ —, 12-10 1/2 I I CONDON ENGINEERING, P.G. ry — \ _RAILINGATTOP I I (2)#5 CONTINUOUS I�EBAR cV OF STEM WALL 1155 CJIG�JBEE RAID - - - - - - - - - - - -- - - - - 5'-31/2" - - - _J TOP OF WALL MATTITUGK, NY i 1952 4" T14K. POURED CONCRETE Y DIA. X 3' DEEP CONCRETE NEW POURED ��ONGRETE FOUNDATION SLAB W/6X6, #10/#10 WWM PIER ON 28" DIA. FOOTING 5/8"X 12"ANCHOR BOLTS @ 25" O.G. AT 8' END ZONES AND 2q" O.G. AT .ISSUE/REVISIONS 15, q'-3 1/2" INTERIOR ZONES W/3X3X3/16" PRICING SET 03.27.23 METAL WASHER REVISED 05.01.23 FOUNDATION WALL INFILL 12" FROM EACH CORNER PROJECT 0 BEGKER / GALLANT NEW INTERIOR WALL GUEST HOUSE 38015 MAIN ROAD C,,, ORIENT, NY FOUNDATION & BASEMENT PLAN '`��`�i;t��-. D RAN l N G SCALE. 1/4" = V-011 , �-� ��.,,._ - �� FLOOR PLANS `!tr0 1684 Ir- I_ OFfSSIQN�v MAY 0 3 20L3 2 REMOVE & INFILL REMOVE & INFILL HALF HIP ROOF REMOVE & INFILL REMOVE & INFILL HALF HIP ROOF SECTION'S HALF HIP ROOF HALF HIP ROOF SECTIONS SECTIONS SECTIONS NEW STANDING NEW STANDING SEAM METAL ROOFING SEAM METAL ROOF NEW BALCONY RELAGE EXISTING NEW BALCONY & DOOR 7 PITCH PORCH ROOF & DOOR RELAGE EXI5TIN6 K FLAT EPDM ROOF 6 PI GH OOF 7 PITCH PORCH ROOF NE FLA RO F W/ FLAT EPDM ROOF 11 Hill c� 5" VIA. PAINTED 5" VIA. PAINTED AL --__5TEEL COLUMN (TYP.) STEEL COLUMN (TYP.) i i i < EXISTING PORCH f EGRESS COMPLIANT SPIRAL STAIR EXPANDED PORCH EGRES5 COMPLIANT SPIRAL STAIR TO BALCONY ABOVE 5TEP5 TO BALCONY ABOVE zi NEW 51DING NEW COVERED PORCH NEW 510INO RELOCATED BASEMENT NEW 9'-6"X 15' NEW KITCHEN VERTICAL 1X6 T&G AYG IPE DECKING VERTICAL 1Xb T&G AYG ACCESS KITCHEN ADDITION ENTRY PORCH IPE DECKING ELEVATION - NORTH ELEVATION - SOUTH SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" REMOVE & INFILL NEW STANDING REMOVE & INFILL NEW STANDING HALF HIP ROOF SEAM METAL ROOF HALF HIP ROOF SEAM METAL ROOF SECTION SECTION WEST CREEK NEW BALCONY & DOOR PLAN I DESIGN I BUILD 6 PITCH ROOF NEW 51DING 6 PITCH ROOF VERTICAL 1 X6 T&G AYG FLAT EPDM ROOF FLAT EPDM ROOF L_ DESIGN DRAWINGS WE5T CREEK 11 PO BOX 256 NEW SUFFOLK, NY 11956 NEW 9'-b"X: 15' ! 5" VIA. PAINTED KITCHEN ADDITION STEEL COLUMN (TYP.) 5" VIA. PAINTED j STEEL COLUMN (TYP.) , ENGINEER NEW 510ING- d _ VERTICAL 1X6 G AYG m NEW 9'-6"X 15' GONDON ENGINEERING, P.G. KITCHEN ADDITION NEW KITCHEN 1155 51G5BEE ROAD ENTRY PORCH NEW COVERED PORCH NEW COVERED PORCH MATTITUGK, NY 11952 IPE DEGKIN(� IPE DECKING IPE DECKING , LLIL HillRELOCATED BASEMENT ISSUE/REVISIONS ACCESS PRICING SET 03.27.23 NEW WINDOW NEW ENTRY DOOR EGRESS COMPLIANT SPIRAL STAIR NEW 5TEP5 REPLACE EXI5TING PORCH EXISTING PORCH PROJECT COLUMNS K 5"VIA. PAINTED BEGKER / GALLANT & STEPS TO BALCONY ABOVE STEEL COLUMNS(TYP.) ELEVATION - EAST ELEVATION - WFS) GUEST HOUSE SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" 38015 MAIN ROAD ORIENT, NY r DRAWING ELEVATIONS A3 1 REMOVE & INFILL 'HALF HIP ROOF SECTIONS NEW STANDING 5T NOINO 5E M M TAL ROO ING SEAM METAL ROOF 5 CIFI ED U DE AY ENT (3) 1-1/ LVL 3/4" LY 00 DECKING 5T UGT RAL RID _ — _ _ _ _ _ TOP RIDGE b PITCH ROOF 4" S RAP ING NEW BALCONY X10 16' OOF RAF ER5 6 ITCH ROO & DOOR FLAT EPDM ROOFING u� PITCHED 3/4" PLYWOOD DECKING -1-1/4" LVL @16' ROOF RAFTERS TOP LOFT FLDOR TOP 15T FLR. PLATE — _ _TOP FLAT ROOF FRAMING _ a — — — — TOPS5T FLR• PLATE r 5" VIA. PAINTED STEEL COLUMN (TYP.) v- KITCHEN EGRE55 COMPLIANT COVERED PORCH ADDITION SPIRAL STAIR ADDITION TO BALCONY ABOVE IPE DECKING — TOP 1ST FLR_ TOP PORCH DECKING TOP FOUNDATION (3)2X10 TR. NO. — _ _ - RAILING AT TOP (1)2X6 TR. D.SILL _ _ `— GRADE OF STEM WALL MTERMIT SHIELD _ GRADE _ L A o NEW BASEMENT TJI FLOOR FRAME EE PLANS IPE2 10 TIR. WD IJ I I m I NEW 2X10 TR. WD. 5" THK. POURED GONG. o (MEANS OF EGRE55) ( EXISTING 2X10 TR. WD. PORCH FRAMING ( I PORCH FRAMING FOUNDATION WALL W/#5 REPAR FOR51ZE&5PACIN )WiR-30 FRAMING C EXTERIOR INSULATION a� @36" O.G. EACH WAY W/36" 51`SIC o 36"WIDE DOOR W/LIQUID APPLIED OAMPROO ING o LANDING 4.•^ 8"DIA.X 3'DEEP o CONCRETE PIER ON o 25"DIA. FOOTING(TYP.) (2)#5 GONTINUOU5 RE AR o TOP OF L� — — — — — — — — — — — — — — — — —_ TOP FOOTING _ _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� 5/8"X 12"ANCHOR BOLTS @ 25" O.G. DRAIN TO b"X16" POURED GONG. FOOTING AT b' END ZONES AND 29" O.G. AT EXI5T.DRYWELL 4 THK. POURED CONCRETE SLAB W/6Xb, #10/#10 WWM SET ON UND►STURBED 501E W/(2)#5 INTERIOR ZONES W/3X3X3/16" CONTINUOUS REBAR METAL WA5HER 12" FROM EACH CORNER SECTION A - KITCHEN ADDITION SFCTI_ON R - COVERED PORCH SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" WESTCREEK 6 PITCH ROOF PLAN DESIGN BUILD Lc i EXI5TING 2X10 R.R. 2X8 @ 16"O.G. RA15ED RAFTER TIE DESIGN DRAWINGS — NEST CREEK PO BOX 256 NEW CODE NEIN 5UFFOLK, NY 11956 NEW CANTILEVERED COMPLIANT LOFT LOFT LANDING ABOVE LADDER 2X6 KNEE WALL 2X6 KNEE AE WALL \\ KITCHEN r ENGINEER COVERED SHELVING LIVING DINING KITCHEN ADDITION PORCH ROOM AREA ENTRY CONDON ENGINEERING, P.G. 1155 51G5BEE ROAD - - -_-- MATTITUCK, NY 11952 ISSUE/REVISIONS PRICING 5ET 03.21.23 REVISED 05.01.23 PROJECT ELEVATION - LOFT SECTION C - LOFT BECKER / GALLANT SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" GUEST HOUSE YRIENT, 15 MAIN ROAD NY DRAWING SECTIONS d_ u A4 i AEA SITE ATA PROJECT DESCRIPTION & NOTES DRAINAGE SYSTEM ¢ .<•'i rah a.,)`f�,�'"—"",-­,.., 5GTM# 1000-15.-02-15.7 -NEW q'-6" X 15' KITGHEN ADDITION & 5'-2" X 11'-4" BASEMENT STAIR a, c .�� 5 , DRAINAGE SYSTEM CALCULATIONS - BREEZEWAY & ANNEX ~ PROPERTY: 38015 ROUTE 25 -NEW 6 X 44 WOOD DECK AT NORTH ELEVATION ROOF ARE,4 = 1,425 5F -NEW q -3 X q-6 KITCHEN ENTRY PORCH a U ... A.Y ...M... ORIENT, NY 11 q5� -. �w OWNER: QJSG PROPERTIES LLG -NEW 3' X 6' ANNEX ENTRY PORCH W/ CANOPY 1,425 5F X�.17 = 242 OF `°• � .-, . .,.. 242/42.2 = 5.12 VERTICAL FT. OF V DIA LEACHING POOL REQUIRED ZONING: R80 -NEW WINDOW5, EXTERIOR DOORS & SIDING A5 PER PLAN ; •v_ t -REPLACE HALF HIP ROOF SECTIONS WITH GABLE IN-FILLS PROVIDE MIN. (2) 8' DIA. X 3' DEEP DRYWELL5 FOR ROOF RUN-OFF SURVEYOR -REPLACE EXISTING 7-PITGH ROOF AT WEST PORCH W/ FLAT ROOF �? r, , . , KITCHEN ADDITION TIED INTO EXISTING DRYWELL 51TE PLAN BASED ON SURVEY BY; -REVISED INTERIOR LAYOUT AS PER PLAN .,,E :. oe�r YOUNG ASSOCIATES HOWARD W. YOUNG LAND SURVEYOR -NEW BREEZEWAY AND ANNEX ADDITIONS a, a RIY RHEAD NY 11 q01 -NEW BILGO BASEMENT AGGE55 AT ANNEX 400 05TRANDER AVENUE, E -NEW STONE PAT105 .. DATED JUNE g 2020 ' -NEW WOOD SHADE STRUCTURES A5 PER PLAN2< °\ ` I LOCATION MAP LOT COVE RACE N.T.S. LOT AREA 2°05'25((E TOTAL LOT AREA 855,-146 5F 1 q.645 AG 50 114.99 105.02 96.73 ' LOT GOVERAGE AFTER ADDITIONS 104.8E 113.61 EXISTING FRAME RESIDENCE 1,064 5F 94.84 104.32 ' EROSION & DIMENT CONTROLDETAILS `..r EXISTING COVERED PORCH 170 5F 10.00 0 „ NOT TO SCALE NO2 05 25 W 1.., KITGHEN ADDITION Y`,I/ STAIR 201 SF ® SUPPDRi$TAKER* HOOD DECK 265 5F {2 PER BALE] .,:. , STRAW BALE3•(h13TALLED �� '9imPORT RTAKES* KITCHEN ENTRY PORCH 88 SF "' d- i,' 'CONTiNU0U8f.Y AGAINST (�8'MAX.RPACING} ' O ( DOWNSLOPE Sire OF BREEZEWAY 32q 5F o 50 Right of FtLTERFABRPGFEtVCE ffi N in ►n ANNEX 10g6 5F `''' FILM FABRIC PENCE FILL ay o� '�0 W ANNEX ENTRY PORCH 18 5F °O SACKML D SLOPE �� O� �L B1NDING �' Z W ! STONE PATIOS 833 5F N o E>�"NO GROUND TENN15 COURT 1,1g4 5F Q, cv m USE r wr z 48*(*WII"woOo OR q OCILWALENT STEEL(U OR T)STAKES TOTAL LOT COVERAGE 11,258 5F 1 .32% w Q m / '" ca w N (Y (X 4 Z Q Q m o tU Q 0 �. W ❑ a O K Z Q D NY d W x X o T BRUSH/ - N tu m woons Q' 11' M �+ V N® v m 1< O` I LU C) T 0 (n + N N r! w 0 U F ❑ V� V 0 z F_ m N I � O ZO (�l N to N + ° N F N O > N n U �ONSTRIUGTION STORM HATER CONTROL 3 00 + O �F X U' �,,, Q N N CONSTRUCTION ACTIVITIES: Q_ V) O o M � N a� w Z 1) INSTALLATION OF: TEMPORARY ER05ION CONTROL MEASURES co LU + 120.1 2) EXCAVATION FOR NEW FOUNDATIONS TO +/- 8' BELOW FINISHED GRADE N co v + 3) CONSTRUCTION OF NEW FOUNDATION5 & PIER5 + / M �1-4 W 4) RELOCATION OF BASEMENT AGGE55 STAIRS tip' + + TENNIS COURT + + 5) GON5TRUGTION OF NEW WOOD DECK & ENTRY PORCHES LO +� J 6) CONSTRUCTION OF NEW KITCHEN ADDITION, BREEZEWAY, & ANNEX C- N V �) INSTALLATION Of- NEW STONE PATIOS N co � 0 N o M CL 8) INSTALLATION Of: NEW LANDSCAPING PLANTS AND LAWN5 A5 REQUIRED N � '" M + + + °�++ F q) REMOVAL OF TEMPORARY EROSION CONTROL MEA5URE5 + + ;° U w - + m WEST CREEK STORM WATER AND POLLUTION CONTROL MEASURES: + POLLUTION CONTROL MEASURES TO BE MAINTAINED IN ACCORDANCE M r.t PLAN I DESIGN I BUILD kNITH THE PROVISIONS OF THE TOWN OF SOUTHOLD, CHAPTER 236, + c6 c6 m STORM WATER MANAGEMENT AND ER05ION AND SEDIMENT N I + + o� DESIGN DRAWINGS �+ � � WEST CREEK ' CONTROL MEASURES. � � N � � N + N +ko + PO BOX 256 P BRUSH/ NEW 5UFFOLK, NY 11 q56 1) PROTECT EXISTING VEGETATION TO REMAIN. N N 2) MINIMIZE THE LENGTH AND TIME AREAS ARE EXP05ED DUE TO N+ o + WOODS . � CLEARING AND GRADING. STABILIZE ALL AREAS THAT ARE GRADED AND PRF M ' EER STRIPPED WITH TEMPORARY SEEDING. � 2° N CONDON ENGINEERING, P.G. 5,) DIVERT RUNOFF WATER FROM CLEARED 5LOPE5 AND MINIMIZE LENGTH 22 + o PRF N _ 1"155 51G5BEE ROAD AND STEEPNESS. °�+� N 24 0, + ate. ° �..._._ _ c.i N DRF a MATTITUCK, NY 11 q52 4) INSTALL EROSION AND SEDIMENT CONTROL MEASURES AT PERIMETER 119.93 --- ,„ N+ CLF FRAME r r"; OF DISTURBANCE AREA PRIOR TO START OF CONSTRUGTION AND 125.21 wD N Z�/l�0 F SHED 1 .�� �-'� V � � � � ISSUE/REVISIONS MAINTAIN THROUGH PROJECT COMPLETION. � N + + 2�' Ln N+ + Cq � 20 Pvc 3 LU F w o� o� 03.27.23 5) MAINTAIN STABILIZED CONSTRUCTION ENTRANCE. 2 2023 +M LL- N F N M� Lot 28 pUG 2 REVISED 07.11.23 RETAIN ALL RUNOFF ON 51TE ACCORDING TO LOCAL REGULATIONS. ,� z �;� FRAM -I) CONTROL DUST FROM GON5TRUGTION ACTIVITIES. N Z UJN06°47105((W w� " MU � U E Lot 27 ubdivisiOn '��°` ��• S � ' - < PROJECT 8) CONTRACTOR Ili RESPONSIBLE FOR REGULAR MAINTENANCE AND 98.39 o SHED �.,.: � rv,.( "Green Acres ai � �°�`� .. Lot 26 SubdIVISIOn Gr BEGKER / GALLANT INSPECTION OF ALL CONTROL MEASURES TO MAINTAIN PROPER „ Acres at t'� GUEST HOUSE PERFORMANCE. Lot 24 Lot 25 Green pries Subdivision - �� N q) DISPOSE OF ALL 50LID WATTE AND DEBRIS ACCORDING A5 WELL A5 C0• F• 38015 MAIN ROAD Lot 23 division - Subdivision ,�Green Acres at Orient" Suff Ile TOXIC AND HAZARDOUS WASTc ACCORDING TO LOCAL REGULATIONS. �' ORIENT, NY ►�Jo. _ _�:. .:��r,r► - Su � �ro.S at ti�roo.n Acres at G �� , Co. File 3540 - 10) MAINTAIN TEMPORARY FENCING WHERE REQUIRED FOR SAFETY AND - nnt Suff CD N J f,y�.� DRANING DEBRIS CONTROL. c° A � do �� 51TE PLAN 11) CONTRACTOR TO REPORT ANY MODIFIGATION5 DETAILED CONTROL " NOTES & DETAILS MEASURES. SITE PLAN SCALE: 1 = 40 I _ 51 i i . LOAD PATH GENERAL NOTES DESIGN CRITERIA PLUMBING RISER DIAGRAM VilIND NOT TO SCALE I' .'` 1. THE INFORMATION WITHIN THIS SET OF CONSTRUCTION ''''i`•'''h 5IMP5014 L5TA20 GAUGE RI06E 5TRAP SQUARE FOOTAGE: 2632 5F AT ALL ROOF RAFTER5 DOCUMENTS 15 RELATED TO BASK DESIGN INTENT AND FRAMING 4"ROOF VENT 4"ROOF VENT DETAILS. THEY ARE INTENDED A5 A CONSTRUCTION AID, NOT A TYPE OF 3 COTTAGF 3" SUBSTITUTE FOR GENERALLY ACCCEPTED BUILDING PRACTICE AND ANNEX ICE AND WATER SHIELD UNDERLAYMENT CONSTRUCTION: SINGLE FAMILY EXISTING COMPLIANCE WITH CURRENT NEW YORK STATE BUILDING CODES. BATH NEW BATH �24"FROM ROOF EDGE CONVENTIONAL LIGHT FRAME 51MP50N H3 HURRICANE A5 ALTERNATE 2. THE CONTRACTOR 15 RESPONSIBLE FOR ENSURING THAT ALL RELOCATED ,1/2, , /2„ WOOD CONSTRUCTION KITCHEN SINK 51MP50N H2 HURICANE CLIP NAILED TO H2 AT INTERIOR WORK, MATERIAL, AND EQUIPMENT COMPLIES WITH CURRENT �,/Z" „,2^ „/2" KITCH.SINK W.C. /Z" SHOWER OR BATH FIRST FLOOR FROM RAFTER TO STUD AT ALL RAFTERS FEDERAL STATE COUNTY, AND LOCAL CODES, ORDINANCES AND FIRST FLOOR AR LAV �^P WC SHOWER OR BATH '.. W/5-Sd NAILS EACH END PROVIDE aD COMMON NAILS @ 4"O.G. I � DESIGN CRITERIA: „,2^ REGULATIONS INCLUDING BUT NOT LIMITED TO THE NEW YORK 3" 11/2" AT EDGES OF ALL SHEATHING NY5 2020 RESIDENTIAL CODE R301 .2.1.1 AND UTILIZED METHODS AND PROCEDURES 3 s" Z" 3 0•°• co i "'2" 3" 2- 3" 2X6@ 16"O.G.5TUD5 STATE UNIFORM BUILDING GODS AND THE NEW PORK STATE STIPULATED IN CHAPTER 2 ENGINEERED DESIGN AND CHAPTER 3 PRESCRIPTIVE DESIGN IN THE 3" OVERLAP BOX BEAM W/PLYWOOD ENERGY CONSERVATION CODE. NEW BASEMENT 1 112" TO EXISTING HOUSE 2018 AMERIGAN WOOD COUNCIL (ANC) WOOD FRAME CONSTRUCTION MANUAL (2018 WFCM) WASHER&SINK TO EXISTINGTAGHOUSE �SHEATHIN6 AT TOP&BOTTOM 3. DESIGNER AND ENGINEER ARE NOT RESPONSIBLE FOR '� SANITARY SYSTEM TRAP S COTTAGE FOR ONE AND TWO FAMILY DWELLING UNITS AND A5CE 1. SINK BASEMENT GRINDER WM 1-1/2"WIDE/20 GAUGE METAL 5TRAP @ 45"O.C. SUPERVISION OR INSPECTION OF TH15 CONSTRUCTION PROJECT. PUMP BASEMENT 4. DIMEN510N5 SHALL TAKE PRECEDENT OVER 5GALED DRAWING5 - METAL 51'RAP WRAPPED DOUBLE TOP PLATE GROUND SNOW LOAD: 20 P5F AROUND 51LL PLATE DO NOT SCALE DRAWIN65. 1-1/2"WIDE/20 GAUGE METAL 5TRAP @ 45"O.C. 5. ALL CONCRETE SHALL BE STONE AGGREGATE WITH A MINIMUM OF ROOF & ATTIC: 20 P5F L.L. 15 P5F D.L. NAIL 5HEATHING TO 51LL PLATE 28 DAY STRENGTH OF 3000 P51. 15T & 2ND LIVING LEVELS: 40 P5F L.L. 2X6 AGQ TREATED SILL PLATE5 6. DD NOT BACKFILL AGAINST FOUNDATION WALL5 UNTILL FLOOR SYSTEM INSTALLATION 15 COMPLETE. 15 P5F D.L. s/a°x 12°ANGHOR BOLT @ 36"O.C.W/ WIND SPEED: 130 MPH A5GE-7 MWFRS-METHOD 2 WA5HER&3X3 BEARING PLATES 7. ALL PENETRATIONS BETWEEN LEVELS SHALL BE FIRE STOPPED. 5EI5MIG DESIGN CATEGORY: B AIR SEAL ALL EXTERIOR PENETRATIONS. FLASHING TO BE NEATHERING: SEVERE PROVIDED AT ALL BREAKS IN ROOF LINES, CHIMNEYS, SKYLIGHTS, FR05T LINE DEPTH: 36" EXTERIOR DOORS, WINDOW5, DECKS, AND WHERE REQUIRED. TERMITE: MODERATE TO HEAVY 8. NOTIFY ENGINEER IN WRITING OF ALL CHANGES PRIOR TO AND DURING CONSTRUCTION. I)EGAY: SLIGHT ICE SHIELD UNDERLAYMENT REQUIRED: YE5, VALLEYS & PERIMETER 9. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE [NAILING-SCHEDULE NECESSARY TO PROTECT DESIGNER, ENGINEER, AND OWNER. 5UFFOLK COUNTY, NEW YORK 10. CARBON MONOXIDE ALARMS SHALL BE PROVIDED ON EACH LEVEL 2015 AMERIGAN WOOD COUNCIL (AWC) WOOD FRAME CONSTRUCTION MANUAL (2018 WFCM) AND IN BASEMENT WHEN APPLICABLE. SMOKE DETECTORS ARE SIZED FOR COMMON NAILS REQUIRED IN EACH BEDROOM AND EACH LEVEL OF DWELLING RAFTER/TOP PLATE: 3-5d (TOE NAILED) ACCORDING TO NEW YORK STATE BUILDING CODE. CEILING J015T/TOP PLATE 3-bd (TOE NAILED) CEILING JOIST/PARALLEL RAFTER 7-16d (PAGE NAILED) "CEILING J015T LAPS OVER PARTITION 7-16d (FACED NAILED) DOLLAR TIE/RAFTER 2-bd (EA. END 1-1/4" STRAP) BLOCKING/RAFTER 2-Sd (TOE NAILED) ',. '' RIM,BOARD/RAFTEFZ 2-16d (END NAILED) :;tOP PLATE/TOP PLATE 2-16d (FACE NAILED) TOP PLATE AT INTERSECTION5 4-16d (FACED NAILED) WIND- BORN DEBRIS PROTECTION N E R Y C O M P LIA LA C E STUD/STUD 2-16d (FACE NAILED) - 'HEADER/HEADER 16d (FACE NAILED) TOP OR BOTTOM PLATE/STUD 2-16d (END NAILED) BOTTOM PLATE/FLOOR JOIST 2-16d (FACE NAILED) GLAZED OPENINGS TO BE PROTECTED IN ACCORDANCE WITH Generated b REScheck-Web Software JOIST/BILL, TOP PALTE OR GIRDER 4-Sd (TOE NAILED) ASTM E1gg6 AND ASTEM E1886 LARGE MISSILE TEST. Y BRIDGING/JO15T 2-bd (TOE NAILED) STRUCTURAL PANELS TO BE PRE-GUT, LABELED, AND Compliance Certificate BLOCKING/J015T 2-bd (TOE NAILED) BLOCKING/51LL OR TOP PLATE 3-16d (TOE NAILED) MAINTAINED ON BITE. LEDGER STRIP/BEAM 3-16d (FACE NAILED) J015T ON LEDGER/BEAM 3-SD (TOE NAILED) PANELS SPANS < 4'01NIDE Project 38015 Main Road BAND JOI5T/J015T 3-16d (END NAILED) 1 BAND J015T/51LL OR TOP PLATE 2-16d (TOE NAILED) 3/4" (23/32") APA 48/24 SPAN RATED PLYWOOD 5HEATHING PLYWOOD ROOF DECKING bd 4" O.G. EDGE5, 8" O.G. FIELD Energy Code: 2018 IECC @ @ FASTEN STRUCTURAL PANEL TO BUILDING W/ #10X3" GALY. OR Location: Southold,New York STRIP 5HEATHIN6 8d (ONE/RAFTER) „ " Construction T PLYWOOD WALL SHEATHING Sd @ 4" O.G. EDGE5, @ 8" O.G. FIELD 55 SCREWS W/ WASHERS AT 16 O.G. OVERLAP OPENING 4 Type: Single-family Project Type: Addition PLYWOOD SUBFLOOR DECKING SD @ 6" O.G. EDGE5, @ 12" O.G. FIELD Climate Zone: 4 (5572 HDD) Permit Date: 0 0 0 0 , f - - - - - - -1 Permit Number: I I Construction Site: Owner/Agent: Designer/Contractor: WEST CREEK 0 1 1 0 38015 Main Road I I Orient,NY 11957 "` N I ' PLAN ( DESIGN BUILD FRAMI I I77, • ' S3 7 ,,,.w`\ 1. ALL LUMBER SHALL BE GRADE 5TAMPED DOUGLAS FIR-LARCH I I Compliance: 2.5%Better Than Code MaximumUA: 514 YourUA: 501 Maximum SHGC: 0.40 YoursHGC: 0.30 DESIGN DRAWINGS STRUCTURALGRADE #2 OR BETTER. 1 I The q Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. WEST CREEK L- - _ - _ - _ _ _ _ J It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home, 2. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL STAIR AND 0 0 0 0 Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade PO BOX 256 assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. FLOOR OPENINGS OR A5 NOTED. NOT To SCALE NEW SUFFOLK, NY 11956 3. DOUBLE FRAMING UNDER PO5T5 AND PARALLEL PARTITIONS OR A5 Assemblies NOTED ON DRAWINGS. Envelope PANELS SPANS 4'0 OR WIDER 77,7 ENGINEER 4. PROVIDE SOLID BLOCKING FOR ALL JOISTS AND FLOOR BEAMS AT ° GONDOLA ENGINEERING, P.G. 3/4 (23/32 ) APA 48/24,SPAN RATED PLYWOOD SHEATHING N/ 2X4 MAXIMUM 8.0 FT ON GENTER. STRONG-BACKS @ 24 O.G. 51ZE TO OVERLAP OPENINGS 4 AND Ceiling: Breezeway. Flat Ceiling or Scissor Truss 329 38.0 0.0 0.030 0.026 10 9 1155 51G5BEE ROAD 5. SUPPORT ALL HEADERS 6.0 FT AND OVER WITH DOUBLE UPRIGHTS. FASTEN PLYWOOD TO 2X4 BRACING W/ #10X3" GALY. OR 55 5CREW5 Ceiling:Annex: Flat Ceiling or Scissor Truss 1,096 56.0 0.0 0.024 0.026 26 28 MATTITUCK, NY 11952 SUPPORT ALL HEADERS 61.0 FT AND OVER WITH TRIPLE UPRIGHTS. y�/ WASHERS AT 12" O.G. FASTEN STRUCTURAL PANEL TO Ceiling: Kitchen Addition:Cathedral Ceiling 162 44.0 0.0 0.024 0.026 4 4 ALL HEADERS SHALL BE SIZED A5 NOTED OR MINIMUM OF 2-2X8. BUILDING W/ #10X3" GALY. OR 55 SCREWS W/ WASHERS AT 16" O.G. Wall:Wood Frame, 16"o.c. 2,414 23.0 0.0 0.055 0.060 76 83 ISSUE/REVISIONS 6. ALL PENETRATIONS BETWEEN LEVELS SHALL BE FIRE STOPPED. Door:Glass Door(over 50%glazing) 42 0.260 0.320 11 13 SHGC:0.24 03.21.23 AIR SEAL ALL EXTERIOR PENETRATIONS. FLASHING TO BE Door 2:Glass Door(over 50%glazing) 710 0.340 0.320 241 227 REVISED 07.11.23 SHGC:0.30 PROVIDED AT ALL BREAKS IN ROOF LINES, CHIMNEYS, SKYLIGHTS, ° ° ° o Window:Wood Frame 90 0.260 0.320 23 29 I I I I I I I I I I SHGC:0.34 EXTERIOR DOORS, WINDON5, DECKS, AND WHERE REQUIRED. 2X4 STIFFENERS I I I I I I I I I I Window 2:Metal Frame w/Thermal Break PROJECT 1. NAILING SCHEDULE TO COMPLY WITH N.Y.5. ALL EXTERIOR NAILS I I I I I I I I I SHGC:0.28 197 0.350 0.320 69 63 101 l01 I I I°I l01 Floor:All-Wood joist/Truss 1,239 30.0 0.0 0.033 0.047 41 58 BECKER/ GALLANT TO BE GALVANIZED. I I I I I I 101 101 GUEST HOUSE •"A'' Floor: Breezeway.Slab-On-Grade Heated 8. FASTEN ALL FLUSH WOOD CONNECTIONS WITH RATED GALVANIZED I I I I I 1 I I I I Insulation depth:4.0' (Heated) 76 19.5 0.691 0.645 0 0 I I I I I I I I I I ASSEMBLE MULTIPLE SECTIONS Insulation position:Vertical Insulation 38015 MAIN ROAD METAL GONIJEGTORS BY SIMP5ON OR APPROVED EQUAL. I I I I I W/ 1/4" THICK BOLTS 2' O.G. ORIENT, NY " I I I I I I I I I I Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other q. NAIL PLYWOOD 5HEATHING WITH Sd @ 4 O.G. AT EDGES AND bd @ calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in F NE�r y I I I I I I I I I I C n k3, �. j ;� Web and to comply with the mandatory requirements listed in the Inspection Checklist �` 0 12" O.G. IN FIELD I I I I I I I I I I r.-, �P �. CONo 10 101 lop! l01 l01 r� DRAWING f 10. ATTACH ALL ROOF RAFTERS TO PLATE AND STUD WITH GALY. -�- �i '.^ �' �� Oti NOT TO 5GALE Name-Title ature --- Date �� NOTES & DETAILS HURRICANE TYPE CONNECTORS. 11 . MULTIPLE LVL MEMBERS SHALL BE COMBINED A5 PER Project Title: 38015 Main Road Report date: 08/17/23 A,i+a'..•, Data filename: Page I of I �� U MANUFACTURES RECOMMENDATIONS. ALL JOISTS, GIRDERS AND '3'^ 6�4 HEADERS TO HAVE BEARING STIFFENERS A5 PER MANUFACTURER. c�FE�510t�P t ' 52 I i :I I . (2) 14" LVL FLUSH HEADER SIDING OVER VENTED RAINSCREEN CAVITY PROVIDE POCKETS i IN FOUNDATION O 6-4 1/2" 17'-1 1/2" ' 16" TJI/560 HEA ER q 1/2" - - - - - - - - 51MP50N TOP r - - - MOUNT HANGER WATER ( I HVAG I HTR. M CHANICAL a ® m I I E UIPMENT E w ° a ° 4 It m I I I 1 I 16"TJI/560 @1 'O.G. F.J. 'DROPPED FLOOR SYSTEM' DROPPED FLOOR SYSTEM BASEMENT BULKHEAD STAIR J015T5 HUNG FROM SILL PLATE N.T.S. N.T.S. I `; I W/51MP5ON TOP MOUNT HA GER I '! .'• I (TYPJ 5EE DETAIL z 6-4 1/2" PHASE I PHASE II I I DRAIN FjIPE -� -i- -� PROVIDE VENTILATION TIED IN TO EXIST NG ►I I AND ARTIFICIAL LIGHTING HOUSE T P I I I I EGRESS WINDOW AND ARE WELL 6' 38 2X8 16"O.G. I I A5 REQUIRED I I I DIMENSIONS A5 PER CODE REGUIREMENT5 TR. ND. JOISTS UNFINISHED I 1_ „ 1_ " 1_ II 1_ 10 10 /8 10 10 3/8 10 10 3/8 10 10 3/811 I I I I `� 8 DIA. X 3 DEEP CONCRETE I II ' I 4"THICK POURED BASEMENT _- - — — — NEiN{3}23F16_- - - - - - - - - - - - - - - - - - — - - - - — — — — — — — — — - - - I I �t ' I CONCRETE SLAB I � PIER ON 28 DIA. FOOTING w I — — — — — — — — TR.WD. BEAM — — — — — — — 1 II X I I I W/bXb,#10/#10 WWM d J015T I UNG FROM I v O NEW 6" DIA.X 5 DEEP - I I 51LLL PLATE W/ ' ~ ( I 51MP50tY fop MOUNT 14' V o iv NEW 2X10 TR. ND. LEDGER BOARD p CONCRETE PIERS ON �,� `A I I :: VERIFY FINAL DIMENSIONS I HANG DECK JOISTS FROM 28" DIA. FOOTING(TYP.) N I II 'r': I H��IGER(TYP.) I ry KEY I I Ua IQ a Ua IQ I I I I v 16 TJI/560 @16 O.G. F.J�_ - _ AND ELEVATIONS IN FIELD o in LEDGER#LU5210Z (Till o in I Ao,I �— Ioot m �T� I I XS TR. ND. ( I �ROVIDE i�C�GKETS IN � ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LED ER BOARD I f - .= '•/J� FOUN gTIONFOR I I I —EAM - - - - - - - - - - - _"-. "' i � IH A t EXISTING FOUNDATION WALL I - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ — _ _ _ _ - E DER r— ;�, I I r �' I 25' �- / V.LF.DIPhEN510N5 �I I I I I I � C/ in 16"TJI/560 16"TJI/560 @16"j C. F_J.J� I I I EXISTING TANK - 4' LL - - �_ I I I SANITARY PIPING III I I� r I 16"O.G. F. 4 KNEEWALL BELOW I I I = 1 1 L-- W� 4 —1 -4 -P in &HOUSE TRAP III I� ( I _ > I FLOOR JOISTS I I xll — — — I EXISTING EXTERIOR `t a, „ — — — — — — — ,, a� I WATER III I� ( I I 3-b HIGH WALL I I „ NEW POURED GONGRETE FOUNDATION i ( I I I III II HTR. �— — AG CONDENSER CRAWL OPEN TO BA5 ENT 8-b 5-q 1/2 BASEMENT — — - - - - - - - - - - - - - - I I '��' N I I �' � —� I I 'f.l (/UNFINISHED SPACE) `' i� " _ DRAIN PIPE TO — 1 POU RED UR, ' ED GONG. F I I '� �+ OOTING N W ADDITION — — — — — — — — — — — — SET ON UNDISTURBED 501E W/(2)#5 (- - - - - - - - - - - - -r - - - - - - - - - - - —I - - - - - - � - - I I SET ONUOU5TURBE ,•�.. . • FOUNDATION WALL INFILL REBAR Q I I I I UNDER-5LAB I ,,, I 14 TJI/560 BELOW WALL ABOVE I I w I I I II DRAIN PIPE 5"THK. POURED GONG. 0 Ir � I I I I I I j I 16"TJI/560 @16"O.G. F.J. FOUNDATION WALL W/#5 REBAR NEW INTERIOR YVALL o o I I EXISTING(3)q-1/2 - - — — — — — — _I I I :•:. LVL GIRDER EXISTING b"THICK�OURED JOISTS H NG FROM SILL PLATE @36" O.G. EACH WAY W/36" SPLICEEX15TING COLUMN(TYP.) 6'-3" 3'-10" I I "' GONGREE SLAB m I W/SIMPS N TOP MOUNT HANGER W/LIQUID APPLIED AMPR F PIER(TYP.)I — _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - 3- - - - - FiYAf II n, W/6X6,#1q/#10WWM I I (TYPJSE DETAIL I I I ( I 2" UNDERSEA INSULATION I I I I I I II ?` IN5ULATON AT IN51 E FOUNDATION WALL I ( 4"THICK POURED (2)#5 CONTINUOUS REAR NEW 8" DIA.X 3' DEEP CONCRETE SLAB I ( TOP OF WALL SLAB PROVIDES FLOOR FOR ABOVE W/6X6,#10/#10 WWM CONCRETE PIERS ON I I I r I I I I I I 5/8"X 12"ANCHOR BOLTS @ 25" O.G. 25" DIA. FOOTING (TYP.) I I I - i- I I- - - - - - - - - - - - - - — — — — — — — — — I '�. I AT VEND ZONES AND 2q" O.G. AT �P m I ES W/3XBX3/16" WEST ��EK F WN R I - - - - - - - - - - - - - - - - - - - - - - - - MT ALMA H I i I INSTALLATION O o E I 22'_2" I I METAL WASHER - 5UPPLIF-D WA5HER&DRYER 1 I I I I- - - - - - - - - ---� I m I I I I 12" FROM EACH CORNER INCL.PLUMBING& ELEGTRIG PLAN DESIGN BUILD I — — — — — — — — — — J N I I II REMOVE& INFIiLL I ( I 2X4WALLTOHO 5E m EXI5TIWBA5EMENTACCE55 - - - - - - - - - - - - - - - -- 11 - - -. - - - - - I I I -- ELECTRIC&PLU BING FOR I I I ' � (RELOGcI"EIASI PER PLAN) DRYER WASHER WA5HER&DRYE I I I I 1�RYER VENTING I I _ _ G GRETE-IN.FILL— _� I B I DESIGN DRAWINGS TO EXTERIOR T 11-6.1 WEST CREEK - - - - - - - -5- - - - - - - - -EiGA EP J I OPENING I J' 25' 23'-6" ✓ PO BOX 256 - - - - - - -1 —� r _ — — — — — — — — —� r— — — — — — — — P'X16" POURED GONG. FOOTING I AUG 2 3 2023 NEW 5UFFOLK, NY 11 q56 E B 5E E T I cv 5Aw GUT NEW 5'WIDE EET ON UNDISTURBED 501L W/(2)#5 _ — I I — — I ►i I GONTINUOU5 REBAR 'T' `£ ' 5 9'-EAI�PI G�N-EXIN G4)- G cy DRAIN m - x T�J'�i'"&: .I Sol- I i.I ENGINEER ( P N BO E) p FOUNDATION WALL 2X1 O TR. WD. 81 I I II GONDON ENGINEERING, P.G. _ _ q-1/2" 230 I I LEDGER BOARD f' HIGH X 5"THK. POURED GONG. _ _J ., _ _ @16' O.G. F.J. ;J 2X10 @ 16"O.G. `A IOUNDATiON WALL W/#5 REBAR 1755 51GSBEE ROAD - - - - - - - - - - " °- MATTITUGK NY 11g52 —� I I TR.WD. JOISTS c,I I t»;56 O.G. EACH WAY W/36 SPLICE A RAILING AT TOP I I I o N/LIQUID APPLIED DAMPROOFING rn OF STEM WALL ( 13'-8" I A 155UE/REVISIONS �— — — — — — — — — — — — —� I I 12)#5 CONTINUOUS REBAR 03.27.23 - -' - - - -' —' - - - - - - - - TOP OF WALL REVISED01.11 .23 Y DIA.X 3' DEEP CONCRETE REVISED 08.23.23 PIER ON 25" DIA. FOOTING I 515"X 12"ANCHOR BOLTS @ 25" O.G. 6' 11'-4" 15' q'-3 1/2" A1" &' END ZONES AND 2q" O.G. AT �- --► INTERIOR ZONES W/3X3X3/16" PROJECT PHASE I PHASE II METAL WASHER ,;-• BEGKER/ GALLANT 12" FROM EACH CORNER GUEST HOUSE 35015 MAIN ROAD Os- 1It ly,y1 ORIENT, NY �. cONo FOUNDATOIN PLAN oy '. A�, * DRAWING SCALE: 1/4" _ 1�_011 , FOUNDATION PLAN P RODE r FfSSIONP�' Al a I 6-1 3/4" 35, ` I -- . : ��, \ [/ \ \ ! b'-5" p 12' I KEY . I : : ; I : � : *1 CONVERT EXISTING i ! i t i t i : I "1 PITCH PORCH ROOF ►I TO FLAT EPDM ROOF Ii : 7 15'-11" DEMOL15H 1NA�LL HONE � Vill, E �o BEDROOM #2 �;, 0 i : I ; REMOVE PORCH RAILINGS & REPLACE WOOD COLUMNS LIVING ROOM I__� I'; I EX15TINC INA�LL �Q/ ` W/'S"STEEL A5 PER PLAN I (CATHEDRAL BEAMED CEILING) �1l 3' 01/4" Q'� ��� PROPOSED FLOOR PLAN \ (D ,� _' I '� Y� I LAUNDRY I �(o SCALE: 1/4" = 1�'011 lc 7 I -11 I Q, !/" , I l ' .� � t ' ' \� REMOVE& INFILL I ; \ / I R MOVE& INFILL `n U./ E `' HALF HIP ROOF SECTION \ �\ `' H LF HIP ROOF SECTION r I O I - - - - - - - - - - - - - - - - - - - - - — - - I � ^ �,�,' I, L � ! � 1 1 1 1 1 1 1 1 l ry/ \ ry S. ` _ �p �1�� I ` GOV RED \ I 6'-6 3/8" 17'-1 112° E;'': r . . 1. YG� \/�/� 94 I/8"W X 64 1/4"H I 94 1/8"W X 64 1/4"H '�' p RGH ! �<p ��� /� �� HORIZONTAL 5LIDER OX• HORIZONTAL 5LIDER OX ' '; I // CLOSET REMOVE DOOR \ I 6\� r (�� S` — — I — — j I cv & INFILL WALL I �!' �� IIIII II II II it II II II III 111 II t✓ (2) 11-7/8"LYL W(1) 1"X11"STL. PL. FLUS HDR. REMOVE& INFILL n IIIII II II II II II II IIII I II II I E ' I i I EXISTING BASEMENT ACCESS 0 ` O (1�/� TIII 111 I I I1 fl l l I I I I:.`ll l ;I I I I . 15'-10 3/4°,i / REMOVE WINDOW__// ,� \ " IIIII II II I I II II II II;II - I 'ol `I ( r o I ' I I 1 & INFILL WALL 1 (RELOCATE A5 PER PLAN) J \ ILD ,,� : .,. > 11 : 11 ' : I C.t f� IIILLII.11ll LLIL-1 LL I__x� 7 v /n`� `` 11111 II�1 11 11 ii 11�I II �I of 16'-1 1/4" P ,�V "' BEDROOM#1 IIIII II II II II II it Illl I QI i.; - - I i : : : . e I, i I iN I t 'IIIII II 11 II II II II 11 II I 11 ?I _ 16" PEN WEB TRU55 @116"O.G. G.J./R. - _ _ _ DINING AREA ,' - _ —IIIII II II II II II II II;II1 :II QI ~ , . : : z V, Ln IIIII II II II II II II IIIII II JI REMOVE& REPLACE I 00, KITCHEN I �p IIIFFII�I f I�IFI{�1.FF a1 m iI STAIRS A5 PER I . ,I PROP05ED PLAN I cn z = I1 IIIII 11 11 1 I I 1 11 11 11 11 I 11 Al iV _ N — BEDROOM#3 I I t .i . I . " : , I 11111 11 11 II 11 II 11 11 11 I II : I 11 1 I Ln I . p . � I i i 1_�11 IIIII II III II IIII 11 11 1 II �I iv F�_ 91111 11 11 11 11 11 11 11 11 = I �I I :1 15'-11" 8'-4" 12' I 111�11=II Ii ILlI II W I-_ I } -DENOTES m / , ! IIIII 11 11 11 11 11 11 11 11 r I =I -� b- HVAC -IrEGRES WINDOW t- CONDENSERS I ,- \ 11111_11 II II 11 11 II IIII I II II I -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -'I ;IIIII II II II II II II II III II III 4'-1" 11'-10" 11 1 11 11 11 11 11-11 II I IIII I EXISTING FLOOR PLAN & DEMOLITION PLAN - . SCALE: 1/4" — 1'-0�� b'-1" _ BUILT-IN�RDFOBEGABI ETRY 0 2X6 WALL CLOSET `1 m MED GABI"ET 5HELFWHE 44'-11/2" ANNEX `� r- BENCH 36X90 z Q 8'N 1/2" 12' PREFAB. ENTRY - 3ox90 z r- i W BASEMENT EGRE 5 W NDOW NEW STEPS r. =N F7 COTTAGE CANOPY ABOVE ( =u_ AND AREA WELL ELO UP PHASE I PHASE II _ UPPER LEVEL r I I = � I ztw" . . 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G ._._.. _..._........__- _. ... 29 5/8"X 29 5/8"AWNING.._....._......_...._......................._.............__.._........._._._.. ........... _._.. _. _.. 133"W X E4"H 3-PANEL SLIDING DOOR 89 1/2 W X 84"H 2-PANEL SLIDING DOOR _..............._......._...._......_....__. 1 Ri m ._._.........._..._.....- .. .._.._.. - A jt�" ` �o 11:1 , ,; - , . EXI TING . ... ... _ ... (2) 11-7/8"LVL HDR R _ r - O 11-7/8"LYLW(1)5/8"X11"STL. PL. HDR. b'_b" (212X10 rr-- o '�? PO GH _ .... ... ... 2 , 5 I I 1 I x , � I T .,, 11'-0 1/2" p 12'-1° (N ..... � . . i ... i ...... i___ I . .. m r =Q in ' ,I - /41" LVL / atlE �, . - - +. _ @ ; 16, F d, _ * -- ,_ 16 O . C J /R�.R.- _ v- __. o -- _...... . ,- STAIRS 1 I I f I I 1 1' q 3/8" 9 F R15 R5 4 /4" -- - - - _. , \_ 4 A r ......... I....._.__...._.._-._. . Ln ONE ,, ' �o 57 1 BILGO DOOR , , . ., I 2 - I , . BUILT-IN REPLACE EXISTING PO GH 3,4: ACCESS STAIRS I . :::. :.:....:.::_ :. XI TIN o BEDROOM #2 0 i� I .,, COLUMNS W/5"DIA.PAIN ED 2 - - 2i9"W X 114"H f-PANEL FOLDING DOOR ) 1 1 1 4' �u CLOSET N c- 1. :, � .. i' '. ,. � STEEL COLUMNS( P.) E I . � w I 1 I — — m I I i I I i cV 4„ 11 _ , �, / �3 1/..i .LYL.Wt1.....1„X „1ST PL.......LU H HD 1 i � : I. - {- I I .. x . CREEK W_ _.: ...::::::::::::::..:::...:.......... ° Z sir ,., _....... m CLOSET I .. .....,-.. I W _............... +' Ca / DINING t I 1 I. 1 1. 1.. I �_ L.. 1 _....................o - „ ,i _ „ w . .. �, ,. -i. WEB TRU55 @16"O.G. G.�./R.R. ti , _ - w_ 3 11/4 - - - - - - T - `.� ROOM (5 ONE FLOdRIOVER b"SLAB)' v N � _. . ....... 28X80 DBL 28X84 32X84 I . . I. I - G IH .... ... 1 i � - I I I b (GEIU EIGHT I a . E o PLAN DESIGN BUILD - - - oI. NDIT E; - O - o — - to x _ . ! ;, _� ... NEW STAIRS DOWN NEW HALL = °o _ .I =A < _ GO 10 ED SPAG d, , r �_ m m - u, - co ( ) -- — — r G ', 1'' f, „ O BASEMENT 8'-3"CEILING nj �� I I I I ( - . L. ( —N l L-.:.- I n r c� t: .. r -3-5 3/4 T (2)2X8 HDR "m I i ( m w LIVING ROOM I _ . ;-A"AB 20"BE _ a_ .... •- x x u, (p � I x + Km ' __..... ................._._.................. �r ____. ..._.....__.._............._...... 32X84 30X80 —3 iv i� lIl = iv ,. m ... . GOT GE FLO vv� CEILING HEIGHT 10'2" v_ - DESIGN DRAWINGS 3'-b 1/2" _1 1 . � A T O "NEW FLhT. m D WALL IN-FILL . zz _, . I TI 51 . IR I ~ I.... l A WEST CREEK 1 ' __.....i _.. .. . . CLOSET cLl v - I ' N 4"LONER THAN UPPER LEVEL ,� .• • I HAN ILPO BOX 256 .,.'',, _ RA I ROOF I�$OVE I I � I _ I , ........... .. -............ .... . ... � :11 "Ir ..r ` : - -. ::.:,:.:::... :,:,:... Ln WALL IN-FI L - m _.._..................... _......................_. CATHEDRAL AT EXISTING WIND - 1 I i " „I f II I - f' "-" I �, NEW 5UFFOLK, NY 11956 ,. RE-WORK 5TEP5 ­1.1 (3)q 1/2'LVL W(12) 1 X STh: PL. FLUSH HD . .. _, -- -- "' - BEAMED CEILING J TO LINE UP WITH I . _..... ..._I ABOVEIL -5" 12'-1" - .- - - - —i - - - 22 _ r , 8 ,_ n NEW COLUMNS = , .. - -- 1--- 2i9"Wx11a"H T-PA�ELFOLDINGDOOR .........1... ! . ENGINEER . �X BEDROOM #1 m I - -1 1 = - -1 I 23'-4" 1 �� „ GONDON ENGINEERING, P.G. UP ENTRY FOYER WALL IN FILL G BINET o FALL tu cV r— (2) 11-?/8 LVL W(1) 1"X11 '5TL. PL. FLU H HDR. „� 1 ::::::::::::::::_.:.::: ::::►.:::::.::::::::::_.::.::::::::::::::. ::. o �_; m , ... . _. I ..: ...............................i ;........_.;.........._.. .... ........._. . _ _ 1755 51G5BEE ROAD „ NEW WINDOW � - _ _ _ _ _ — — — — — — — — — — — — —_ — „ RELOCATE OPENING ,u - — � "-' "' "" - I _ - - �..._— 2643/4"W X 1191/2"H BIPARTING 5LIDING DO R• � .--- .. MATTITUGK NY 1 1 q52 _1/ LVL _ T - � _ _.... ....._.. TO KITGHE d o m "DENOTES A _ .., .. , _ . _...... _ _ _-- __�11=__ -- _= __-a ifiJ RA,Th9 _-_ ±__- = - == z - .. - - 1 16 O. . GJ.7R.R. - - - - - - - - - - - - - - - @ - - - - - m .. , - I EGRF-55WINDOW = - - - - — - - - - — - - — — — — — — - - - — _ - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ HAN RAIL � ........, .. . : .. ; ... -�-_ .�- 41- - -� -. 14— -=1!1-�- _-_ - - - _ _ �. : . - - - - ... . rz '� I I I I. _ _ _ 1 d B - - - - - - - - - - - - - - 2723 . _ _ _ _ _ _ _ _ _ - - - - - - m V F �O - - =tom_= - - - - - _=- - - - - .... - - - - - - - - - - - _j­­­ ­­ I. (3) 1/4 L L LU R. - - - - _ _ _ _ - - _ _ I - = _ - __- =_ =- __- ___�,__ _- -- - - - - REVIBED0111 .23 - - : -- - - - - _ _ _ _ _ _ _ _ _ _ _ _ _- _-__ -_ -_ : _ I� D 36x6 H3 X P05 T05TR GTURAL jl DH36"X1 " . li ; _ __: 4 ; ] —_ —_ ___� _ _- _ _ __ __-____ __ REV15ED08.23.23 REPL E EXISTING � I ; ; 1 ; 1 I j ! r REFRIGERATOR RIDG ABOVE , ; PORG COLUMNS = kn 0) 48 i41 ! i ! il i , l cV - - ° I I G I I 5PAINTED O-� Q X Q oI I I . 1 ... . ....I.. 1 L........ 1... . I. _ .. STEEL'GOLUMNS P. U = I O w m I i ' : ) l'o, LUE ( ) Q N a� o a m x I , ; i v� z a = -1 - , .. - . ................. .............. , ... .. I I El -1 © O § 8 � �: I , 1 . _ NT , (d 1 _ : : � � I L aO O �_ U P BEGKER/ CALLA EXISTING WALL D >s z CATHEDRA CEILING o "X ' , J .— _� ;wm , : <I�21: I 1 1 RAILING AT TOP N 2X10 @1 d' O.G. R. ry ; : ' - _ AD ' �' A` 38015 MAIN ROAD RELOCATED OF. STEM WA � „ — —I + . tt I I I j i _. _ ;...... i i_ ... 0` EGA, 0 �/ x �x i : tI Qy_ 0� ORIENT, NY �_ , is $ASEMENT 11 4 � s K �„ : . I li : iI : . . . .... ..._ ............................................... ...... ,lei �,� 1: INEW WALL - m /0�) , D,� w 1.. I.. I. I... I- I. 1.. 1 1.... I a �., ti ACCESS 5TAIR5 I . _ �VL HD ( I �f: , KITCHEN ADDITIO ! �^�. , '`� 1 - 1I / is , -` � DRAWING q'-b" X 15' 142.5 5F E6GX46" 401/25X46" 40�/2��X46" 36GX46" xs ` FLOOR PLANS 6'-2" 13'-b 1/2" POST TO 5TRU TURA 15' q'-3 1/2" 25' 23'-6" `rIc 0 4 �? r,.,.. �' 1' . 1. � RIDGE ABOVE NEW q'-6"X 15' FESS1p�P�PROJECT NORTH 2 , ,, / KITCHEN ADDITION t,� r,�� / j' 2X6 EXT. WALL5 PHASE I PHASE II ";; ` / F IS * . . . i b'-4 1/2" 17'-6 1/4"— 1 16"OPEN WEB TRU55 @16"O.G. G.J./R.R.plyly SCUPPER + COLLECTOR BOX ;1 LINE OF SHADE m + LEADER TO GRADE STRUCTURE u' =3.1,i.•i,t . ., APPROXIMATE LOCATION OF PLUMBING VENT 6'-4 1/2" 16'-4 3/4" SCUPPER + COLLECTOR BOX + LEADER TO GRADE 16" OPEN WEB TRU55 @16"O.G.G.J./R.R. 40 PHA5E1 PHASE ] 38'-3 1/2" 7 14" HIGH PARAPET 2X6 FRAMINGin in GUTTER GUTTER Fr- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----�—I � ANNEX NOTE: I I -STRIP EXISTING CEDAR ROOFING I I UPPER FLAT ROOF -INSTALL HUBER ZIP 5Y5TEM , I I � EPDM -�--- I I ROOF SHEATHING 1N/TAPED 5EAM5 I I m 102q 5F PITCH TO GUTTERS I I -NEW 5TANDIN6 SEAM ROOF DL m D' I I - TAPERED GUTTER INSULATION BOARD 1or12 I PITCHED TO SCUPPERS II 0 7-1/4" LVL I I 5TANDING SEAM w (dj I r ORANGERIE G.J./R.R. I REMOVE & INFILL METAL ROOF X REMOVE & INFILL \�— HALF HIP ROOF HALF HIP ROOF-- �,'( SECTION v LOWER FLAT ROOF } \ SECTION , I v I PITCH TO GUTTERS 22'-q 1/4" FLAT ROOF I I `� COTTAGE 1 6 EPDM N w EPDM I I I ------------ ----- ;fl -------__ - �— 175 5F m (dj -1 I i I o I TAPERED N 'v CAINSULATION BOARD PITCH TO GUTTERS SCUPPER SCUPPER TAPERED PITCHED TO GUTTERS + COLLECTOR BOX + COLLECTOR BOX INSULATION BOARD , PITCHED TO 6UTTER5 I + LEADER TO LOWER ROOF + LEADER TO GRADE ATA5 DRIP EDGE FASCIA STANDING SEAM wi CLEAT I I METAL ROOF WEST" CREEK SPLICE PLATES Z 12 I m GUTTER � I `� o I I PLAN DESIGN BUILD �' II x II II II ::9,• -',, PITCH TO GUTTER5 I I I 24'-q 5/5" 23'-10 3/4" RIDGE P05T WN TO I ( I I DESIGN DRAWINGS FLUSH HEADER I I ( I WEST CREEK — — — — - - - - - - - - - -1 I I I PO BOX256 - - - - - - - - - - - - - — — — — _ L LINE OF SHADE STRUCTURE GUTTER GUTTER I STANDING SEAM STANDING SEAM I GUTTER I — — — — — — — J NEW SUFFOLK, NY 11 q56 II o II I- - - - - - - - - - - - - - -� - - - METAL ROOF METAL ROOF 12 > 1 12 I I ENGINEER 6 6 I I CONDON ENGINEERING, P.G. c ( I I Ln 1155 51G5BEE ROAD m I I I MATTITUCK, NY 11 q52 , II II I I NEW NEW �I I I 2X10 @16" O.G. R.R. I 2X10 @16" O.G. R.R. I I ISSUE/REVISIONS LI - - - - - - - - - - - - -j 03.21.23 REVI5ED 01.11.23 13'-7 1/2" �' 7'-8 3/4" 7'-b 3/4" �' q'-2 1/2" RIDGE POST DOWN TO FLUSH HEADER PROJECT PHASE PHASE II BECKER/ GALLANT GUEST HOUSE 38015 MAIN ROAD ���EGF PdE�,yo ORIENT, NY �NJ. c , ��� :� DRAWING PROPOSED ROOF PLAN 'I p ' SCALE. 1/4" = V-0" - -. ROOF PLAN Gc q O RTH t\ . PROJECT f A3 '1 i COTTAGE REMOVE & INFILL HALF HIP ROOF SECTIONS REMOVE & INFILL NEW STANDING HALF HIP ROOF . SEAM METAL ROOFING SECTIONS NEW 5101NO @ GUE5T HOUSE FLAT EPDM ROOF WOOD SHADE W/ PERIMETER ALUMINUM ANNEX STRUCTURE VERTICAL 1X6 T&G GM AY 14" PARAPET COPING FLAT EPDM ROOF CEDAR OVER RAIN5GREEN RELAGE EXISTING �SV i/E - ALUMINUM DRIP EDGE PAINTED FASCIA /-I PITCH PORCH ROOF ENTRY CANOPY �-' BOARDS W/ FLAT EPDM ROOF VERTICAL 1X6 T&G GM AY CEDAR 5101NG --- -- PAINTED FASCIA BOARDS OVER RAIN5CREEN (TYP.) q4 1/5"W X 64 1/4"H q41/5"W X 64 114"H HORIZONTAL SLIDER OX HORIZONTAL SLIDER OX PORCH CEILING = I < PAINTED BEADBOARD 21q"W X 114"H I-PANEL FOLDING DOOR 5TAGKED 4 RIGHT/3 LEFT 5" DIA. PAINTED ANNE 5 \ NTRY IL STEEL COLUMN (TYP.) 5T Milli ---------------------------------- PAINTED FASCIA NEW WOOD DECK PAINTED BOARDS CEDAR DECKING RISERS NORTH ELEVAI-ION SCALE: 1/4" _ 1'_011 1J , :i COTTAGE REMOVE & INFILL REMOVE & INFILL HALF HIP ROOF HALF HIP ROOF SECTIONS 5EGTION5 NEW STANDING SEAM META!_ ROOF WEST CREEK RELAGE EXISTING FLAT EPDM ROOF PLAN DESIGN BUILD 7 PITCH PORCH ROOF W/ FLAT EPDM ROOF NE 5101 G ALUMINUM COPING ANNEX W/PERIMETER CURB VER IGAL 1X6 &G IC WOOD SHADE OVE1 RAP,45CREEN FLAT EPDM ROOF CA STRUCTURE DESIGN DRAWINGS ry 1X10 �A►NTED d 4 ----- ---- WE5T CREEK FASCIA BOARDS 7 Ta PO BOX 256 PORCH CEILING NEW SUFFOLK, NY 11956 PAINTED BEADBOARD 21q"W X 114"H ?-PANEL FOLDING DOOR 264 3/4"W X 11q 1/2"H BIPARTING SLIDING DOOR 5TAGKED 4 LEFT/3 RIGHT ENGINEER m m CONDON ENGINEERING, P.G. 1755 51G5BEE ROAD 5" DIA. PAINTED \ MATTITUGK, NY 11 q52 .STEEL COLUMN (TYP ) � �. � � � BASE M ENT ACCESS STEPS BILL DOOR EXPANDED PORCH TO BA ISSUE/REVISIONS STEPS 03.21.23 RELOCATED BASEMENT NEW q'-6"X 15' NEW KITCHEN PAINTED FASCIA REVISED 07.11.23 ACCESS KITCHEN ADDITION ENTRY PORCH BOARDS ', .. CEDAR DECKING PROJECT BEGKER / GALLANT GUEST HOUSE SOUTH ELEVATION 3ao15 MAIN ROAD �� ORIENT, NY SCALE: 1/4" - V-0 r 0" * ` o DRAWING ELEVATIONS A CJ 4 COTTAGE REMOVE & INFILL NEPN STANDING HALF HIP ROOF SEAM METAL ROOF SECTION PAINTED FASCIA KITCHEN ADDITION BOARDS WOOD 5HADE 6 PITCH ROOF ;! STRUCTURE FLAT EPDM ROOF ANNEX W/ PERIMETER CURB ALUMINUM COPING 45"W X 5b-1/4"H 1x10 PAINTED CASEMENT LEFT HINGED FASCIA BOARDS TEMPERED-FR05TED 41 H 42"W X 78 1/4"H HORIZONTAL SLIDER XO _ in NEW 9'-6"X 15' iv FIXED > " KITCHEN ADDITION lz , MillH1W cV Cn ' NEW KITCHEN - VERTICAL 1X6 ENTRY PORCH 44 5/4"W X 64 1/4"H T&G GM AY CEDAR O FIXED TO MATCH SLIDER 5101NG OVER CEDAR DECKINGZIL RAIN5CREEN (TYP.) PAINTED RISERS 5 PORCH HVAG BASEMENT'AGGE55 CONDEN5ER5 BILCO DOOR FAST E LEVATI O N SCALE: 1/4" = 1'-0" - COTTAGE REMOVE & INFILL NEW STANDING HALF HIP ROOF 5EAM METAL ROOF SECTION ' 1x10 PAINTED 1x10 PAINTED FASCIA BOARDS—� FASCIA BOARDS VERTICAL 1X6 T&G GM FLAT EPDM ROOF AY CEDAR SIDING FLAT EPDM ROOF ANNEX ALUMINUM DRIP EDGE WESTCKEEK 6 PITCH ROOF OVER RAIN5GREEN (TYP.) Vq/ PERIMETER CURB ALUMINUM COPING - - PLAN DESIGN � BUILD WOOD SHADE STRUCTURE 1x10 PAINTED DESIGN DRAWINGS FASCIA BOARDS WEST CREEK 42"W X 20"H TRANSOM/ PO BOX 256 c� 42"WX861/4"H NEW SUFFOLK, NY 11g56 GLA55 ENTRY DOOR LH t 42"W X 20"H TRAN50M/ ' -' ' iy 45 E T86 1/4"H _ NEW q'-6"X 15' ENGINEER GLA55 ENTRY DOOR LH •' KITCHEN ADDITION 41 GONDON ENGINEERING, P.G. f 1155 5IC75BEE ROAD I E 1 RELOCATED BASEMENT MATTITUGK, NY 11 g52 - AGGE55 STONE ISSUE/REVISIONS 71 PORCH 03.27.23 REPLACE EXI5TING PORCH—/� PAINTED RE-51ZED STEPS PAINTED FASCIA COLUMNS K 5" DIA. PAINTED RISERS REVISED 01.11.23 BOARDS STEEL COLUMNS(TYP.) PROJECT BEGKER/ GALLANT GUEST HOUSE WEST ELEVATION _ 3a015 MAIN ROAD SCALE: 1/4" = 1'-0" /��t E PAN ORIENT, NY � ti • -� �:. DRAWING ELEVATION5 XT A5 EPDM ROOFING OVER TAPERED INSULATION BOARD 1-1/8" ROOF 5HEATHIN6 14" HIGH PARAPET TOP OF PARAPET - 16" OPEN NEB CEILING J015T/ROOF FRAMING _ ZOP OF PARAPET - TO QF PARA T TOP OF ROOF SOP-0E.-RonF - - - - - - - EPDM ROOFING OVER m N TAPERED INSULATION BOARD all -TO ROOF f 1-1/b"ROOF 5HEATHING - - - q-1/2"TJI 230 GEILIN6 JOI5T/ROOF FRAMING INTELLO PLUS 3-1/2" BLOWN-IN CELLULOSE IN ULATION 11 Hi SMART VAPOR SERVICE CAVITY VAPOR MEMBRANE A CEILING S P C. SPRAY F M+MINERAL J I NG TYP.) O ULATION RETARDER - cV O dJ i 2 = \ _ tn r w = Lu W REEZ = O J V � U \ ( ITIONED 5 E w LLJ U STONE FLOOR OVER , T P OF UPPER LEVEL FLOOR � - b"REINFORCED CONCRETE SLAB TOP OF UPPER LEVEL FOR � _- TOP OF LOWER LEV�:L FLOOR - - TOP OF FOUNDATION m - - SOP OF FLQQR ___ — — 6„THK.POURED CONCRETE ,' TOP OF FOUNDATION 16"TJI/560'DROPPED'FLOOR FRA E " " .:, ; ' n? SLAB W/6X6,#10/#10 WWM to JOISTS HUNG FROM SILL PLATE VAPOR BARRIER o 51MP50N TOP MOUNT HANGERS PROVIDE CONTROL JOINTS 2"UNDER5LAB R10610 FOAM INSULATION - tn in R-30 MINERAL WOOL INSULATION :; COMPACTED FILL 3"VERT GAL RIDGID FOAM INSULATION AT WALL CRAWL AREA �* 4'HIGH X 5"THK.POURED GONG. „ o . 1 Ln' BASEMENT : , FOUNDATION WALL kV#5 REBAR _ zz r- �` @36"O.G.EACH WAY W/36"SPLICE ° �-' °•- D APPLIED DAMPROOFING -TOP OF FOOTING - - - - - 4"THK. POURED CONCRETE O 5 CONTINUOUS REBAR TOP OF WALL — — — — — — — _ _ TOP OF FOOTING _ ' W/LIQUI - - - - - - - — — — — — — — — — — — — — — — 2 # GO — — — — — — — — — — — - - - - CO SLAB W/bX6, #10/#10 WWM 5/8 X 12"ANCHOR BOLTS @ 30 V'Xlb"POURED CONC. .. ._,.,...• TIN TIN ' — TOP�QO .(�i 12"FROM EACH CORNER SET ON UNDISTURBED 501E W/(2)#5 3' ., — — — — — — — — — — — — — — — — — — — — �'-` — — — ' • �� - - - W/3X3X3/16" METAL WASHER CONTINUOUS REBAR b"X16" POURED GONG. FOOTING SET ON UND15TURBED SOIL W/(2)#5 CONTINUOUS REBAR(TYP.) b"THK. POURED GONG. 5/b"X 12"ARCHOR BOLTS @ 25" O.G. FOUNDATION WALL W/#5 REBAR AT b' ENS ZONES AND 2q" O.G. AT O.G. EACH WAY W/36" SPLICE INTERIOR ZONES W/3X3X3/16" SECTION A - ANNEX W/LIQUID APPLIEDDAMPROOFING METAL WASHER SECTION B - BREEZEWAY SCALE: 1/4" - 1'-0" 12° FROM EACH CORNER SCALE: 1/4" - 1'-0" 2 #5 CONTINUOUS REBAR ' ! TOP OF WALL 1 REMOVE & INFILL HALF HIP ROOF REMOVE & INFILL NEW STANDING SECTIONS HALF HIP ROOF SEAM METAL ROOF 5EGTION NEW STANDING 1x10 PAINTED 5T NDI 5E M M TAL ROD ING SEAM METAL ROOF FASCIA BOARDS 5 GIF O U DE AY ENT (3) 1-'1/ LVL 3/4" LY 00 DECKING _STF UCTI J RAL RI 06 E— — — — IOF RI NEW SIDING b PITCH ROOF STRAP ING LVERTICAL 1X6 T&G AYC X10 16' OOF RAF ERS b ITCH ROO iv OVER RAIN56REEN WEST CREEK Li 11 11 11 11 11 PITCHED 3 4" — — TOP 1ST FLR_PLATE_ 7-1/4" LVL @16 R90F FTER5 TOP FLAT ROOF FRAMING _ PLAN DESIGN � BUILD M1111TOP 15T FLR.PLATE _ f — — — r DESIGN DRAWINGS KITCHEN dJ WEST CREEK EXIS -ING ADDITION PO BOX 256 Li —il NEW SUFFOLK, NY 11956 1=LAT NEEWN ga2f CEDP`?DEGKIR07 iiiij _ TOP L5T FLR. - \ TOP FOUNDATION m ENGINEER - RAILING AT T P (1)2X6 TR. D.SILL - (3)?. 1 TR. NO. TOP PORCH DECKING _ GONDOLA ENGINEERING, P.G. OF STEM WALL NEW BA5EMENT 1�55 51G5BEE ROAD W/TERMIT SHIELD o N051NG(TYF.) ACCESS STAIRS IPE DECKING ONJ - GRADE _ , b" THK. POURED G NC. (MEANS OF EGRE55) TJI FLOOR FRAME( EE PLAN5 2X10 TR. NO. m I EXI5TING 2X10 TR. WD. MATTITUGK, NY 11952 FORSIZE&5PACIN )MR-30 FRAMING J I NEW eX1!'7 R. NO. I I PORCH FRAMING I I NEW(q'-b"X 15' FOUNDATION WALL W/#5 REPAIR EXTERIOR I INSULATION PORC�i� �r'I';AMING I I I I I KITCWEN ADDITION ISSUE/REVISIONS @36" O.G. EACH WAY'W/36" SPRIG REBAR DOOR ;" 36"WIDE , , b"DIA.X 3'DEEP W/LIQUID APPLIED ING LANDING DAMPROO� .f CONCRETE PIER ON BAGKFILL I I I 03.27.23 2b"VIA. FOOTING(TYP.) (2)#5 CONTINUOUSR;ARI REVISED 07.11.23 TOP OFL- — — - - TOP FQOTIN— — - - - - - - - — — — — — — L IL PROJECT 5/b"X12"ANGHORBOI_T5@25 BECKER" O.G, DRAIN TO b"X16" POUREDCONC. FOOTING - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� EXIST.DRYWELL 4 THK. POURED CONCRETE / GALLANT AT VEND ZONES AND 2q" O.G. AT - SET ON UND15TURBED 501L W/(2)#5 SLAB W/6X6, #10/#10 WWM GUEST HOUSE INTERIOR ZONES W/3X3X3/16" CONTINUOUS REBAR METAL WASHER 3b015 MAIN ROAD 12" FROM EACH CORNER ��v ; tYr F� ORIENT, NY CO�� yO� SECTION C - BREEZEWAY SECTION D - FRONT ENTRY PORCH SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" SECTIONS A6